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6.i. Receive Feasibility Report/Set Public Hearing for Carrousel Plaza Townhomes Street & Utility Improvements, City Project #322
r r CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: February 6, 2001 AGENDA ITEM: Receive Feasibility Report /Set Public Hearing AGENDA SECTION: Carrousel Plaza Street & Utility Improvements, City Project Consent #322 PREPARED BY: Bret Weiss, Interim City Engineer AGEN l.2" �O, t6,. ATTACHMENTS: Executive Summary of Feasibility Report, APPROVED BY: Resolution Attached please find the feasibility report for the Carrousel Plaza Improvement project. This project is being proposed by Heritage Development and is located just south of Marcus Theater adjacent to Chippendale Avenue. Included in the feasibility report is discussion related to the extension of sanitary sewer to the Harold Wachter property. We are proposing to extend sanitary sewer to the Wachter's at this time due to the close proximity of the service and because this is the most economically feasible option for future service to the property. We are also proposing to construct a 16 -inch trunk watermain from Chippendale Avenue to Trunk Highway 3 along with connecting the ends of the existing 12 -inch main along Trunk Highway 3. The Water Core Fund will pick up the oversizing cost for the 16 -inch main as well as a share of the Trunk Highway 3 system. A portion of the cost is intended to be assessed to the bowling alley. A presentation of this project will be completed at the proposed March 6th Public Hearing. RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING FOR THE CARROUSEL PLAZA STREET AND UTILITY IMPROVEMENTS, CITY PROJECT #322. COUNCIL ACTION: 1 ! i CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2001 - A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING FOR THE CARROUSEL PLAZA STREET AND UTILITY IMPROVEMENTS CITY PROJECT #322 WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct certain improvements, to -wit: City Project #322, Carrousel Plaza Street and Utility Improvements, in the City as described in and in accordance with the feasibility report prepared by SEH, Inc., the Consulting Engineers; and WHEREAS, the City Council has been advised that said utility and street improvements, City Project #322 is feasible, and should best be made as proposed, and the feasibility report to this effect has heretofore been received by Council, and filed with the City Clerk on February 6, 2001; and WHEREAS, the statute provided that no such improvements shall be made until the Council has held a public hearing on such improvements following mailed notice and two publications thereof in the official newspaper stating time and place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be assessed, in accordance with the law. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the feasibility report for City Project #322 and places it on file. NOW THEREFORE IT BE FURTHER RESOLVED, by the City Council of the City of Rosemount that the public hearing be scheduled to consider City Project #322, Carrousel Plaza Street and Utility Improvements to be held on Tuesday, March 6, 2001 at 7:30 o'clock p.m. or as soon thereafter as possible, in the Council Chambers of the City Hall. ADOPTED this 6th day of February, 2001. Cathy Busho, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Voted in favor: Seconded by: Voted against: 1 February 6, 2001 i Y 1 Preliminary ` - Y p _1 Carrousel Plaza ` Street and Utility Improvements City Project No. 322 Prepared for the City of Rosemount, Minnesota Executive Summary i City Project No. 322 provides for the construction of sanitary sewer, J water main, storm drain, and street improvements for the proposed Carrousel Plaza development. The development consists of approximately six acres which will be platted into 38 tmvnhome units. The remaining two acres of the Carrousel Plaza parcel will be developed separately into an office building. The project is located in the NWl /a of Section 32, Township 1 p SN, Range 19W. It is located east of Chippendale Avenue, north of the -� Wachter property, west of Trunk Highway 3, and south of the Marcus Theatre. The project includes approximately 1,200 linear feet of sanitary sewer, 3,200 linear feet of water main, 700 linear feet of storm drain, and 1,100 linear feet of street construction. The total estimated project cost is $657,000. Of this total, approximately $156,100 will be recovered from the City's Water Main Core Facility Fund. The site of the future office building (Outlot A) will be assigned approximately $30,500 for sanitary seiner, storm drain, and street extension. The Wachter property will be assessed $10,000 for sanitary sewer service. City Limits Bowling Lanes will be -j assessed $14,900 for water main improvements along the east side of J TH 3. The remaining cost for the project ($445,500) will be spread over the 38 benefiting townhome units yielding an approximate rate of $11,724 per unit. This improvement is necessary to provide the subject property with municipal utilities and street access. In addition, the improvement is cost - effective and feasible from an engineering standpoint. Due to the A- ROSEM0101.00 Page 1 t r e I size of the project and the nature of the construction, this project would best be bid and constructed as an individual project rather than combining the project with other projects in the area. Construction is scheduled to begin in May 2001 (subject to site grading by the developer), with completion scheduled for June 2001. 1.0 Introduction 1.1 Authorization On October 17, 2000, the City Council of the City of Rosemount, upon petition by the developer, authorized the preparation of a preliminary report for construction of streets and utilities in the Carrousel Plaza development. This improvement has been designated as City Project No. 322. 1.2 Scope The purpose of this report is to determine the engineering feasibility of the project based on a review of the data available, and to make recommendations and provide cost estimates for the construction of sanitary sewer, water main, storm drain, and street facilities. 1.3 Data Available Information and materials used in the preparation of this report include: • Preliminary Plat for Carrousel Plaza Office Building (September 2000) • Preliminary Grading Plan for Carrousel Plaza Office Building (September 2000) • Preliminary Utility Plan for Carrousel Plaza Office Building (September 2000) • Preliminary Plat for Carrousel Plaza Townhomes (September 2000) • Final Grading Plan for Carrousel Plaza Townhomes (September 2000) • Preliminary Utility Plan for Carrousel Plaza Townhomes (September 2000) • City of Rosemount Construction Record Drawings • Storm Water Management Drainage Plan (February 1998) • Water Supply and Distribution Plan (September 1997) i i t'iaza, Street and Utility Improvements A- ROSEM0101.00 { City of Rosemount, Minnesota Page 2 I s f j 1 �I� Preliminary Report Carrousel Plaza Street and Utility Improvements City of Rosemount, Minnesota =RW City Project No. 322 SEH No. A- ROSEM0101.00 February 6, 2001 =SEEI SHORT ELLIOTT HENDRICKSON INC Multidisciplined. Single Source. 1 1 1 1 1 1 I 1 t 1 s f =SEN February 6, 2001 Mr. Bret Weiss, P.E. Acting City Engi i,eer/Public Works Director City of Rosemount 2875 145th Street West Rosemount, MN 55068 RE: Rosemount, Minnesota Carrousel Plaza Street and Utility Improvements City Project No. 322 SEH No. A- ROSEM0101.00 Dear Bret: ' In accordance with your authorization, we have prepared the attached preliminary report for street and utility improvements in the Carrousel Plaza development. This report discusses sanitary sewer, water main, storm drainage, and street improvements, and provides cost estimates for each. We find this improvement to be feasible and recommend that it be constructed in general compliance with the provisions of this report. We would be pleased to review this report with you in detail. Sinc ely, David F. Simons, P.E. Project Manager wrc f:\w p\ projects\rs\rosem\0101\r\roseml0 l\ca use 1. doe Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, and achieve. 3535 Vadnais Center Drive, St. Paul, MN 55110 -5196 651.490.2000 651.490.2150 FAX architecture engineering environmental transportation 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 Carrousel Plaza Street and Utility Improvements Preliminary Report City of Rosemount, Minnesota City Project No. 322 SEH No. A- ROSEM0101.00 February 6, 2001 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the Date: February 6, 2001 Reviewed by: Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-5196 651.490.2000 Reg. No le. e*5 21e of Date David F. Simons, P.E. 3.6 Easement Dedication .............................................. ..............................6 3 .7 Permits ................................................................... ............................... 7 4 .0 Financing ....................................................................... ..............................7 1 4.1 Cost Estimates ....................................................... ............................... 7 2.0 General Background .................................................... ....................... ......... 3 Table of Contents 2.1 Location .................................................................. ............................... 3 Letter of Transmittal Certification Page 2 .2 Site Conditions ....................................................... ............................... 3 Table of Contents 3 .1 Sanitary Sewer ........................................................ ..............................3 Page Executive ................................................................ ..............................1 1 .0 Introduction ................................................................... ..............................2 1 .1 Authorization ........................................................... ..............................2 1 .2 Scope ..................................................................... ............................... 2 1 .3 Data Available ........................................................ ............................... 2 3.6 Easement Dedication .............................................. ..............................6 3 .7 Permits ................................................................... ............................... 7 4 .0 Financing ....................................................................... ..............................7 1 4.1 Cost Estimates ....................................................... ............................... 7 2.0 General Background .................................................... ....................... ......... 3 2.1 Location .................................................................. ............................... 3 � 2 .2 Site Conditions ....................................................... ............................... 3 3.0 Proposed Improvements .............................................. ..............................3 3 .1 Sanitary Sewer ........................................................ ..............................3 3 .2 Water Main ............................................................. ............................... 4 3 .3 Storm Drainage ....................................................... ..............................4 3.4 Street Construction .................................................. ..............................5 3 .5 Site Grading ............................................................ ..............................6 3.6 Easement Dedication .............................................. ..............................6 3 .7 Permits ................................................................... ............................... 7 4 .0 Financing ....................................................................... ..............................7 1 4.1 Cost Estimates ....................................................... ............................... 7 1 SEH is a registered trademark of Short Elliott Hendrickson Inc. Carrousel Plaza, Street and Utility Improvements A- ROSEM0101.00 City of Rosemount, Minnesota Page i 4.2 Assessment Area ................................................... ............................... 8 4.3 Cost Recovery ......................................................... ..............................8 4.3.1 Sanitary Sewer ............................................ ............................... 8 4.3.2 Water Main ................................................... ..............................8 4.3.3 Storm Drain and Streets .............................. ............................... 9 5.0 Project Schedule ........................................................... ..............................9 1 SEH is a registered trademark of Short Elliott Hendrickson Inc. Carrousel Plaza, Street and Utility Improvements A- ROSEM0101.00 City of Rosemount, Minnesota Page i 1 t 1 1 f 1 1 1 1 1 1 1 f Table of Contents (Continued) List of Tables Table 1 Permitting Requirements ................................ ..............................7 Table 2 Summary of Cost Estimates ........................... ..............................7 Table 3 Cost Recovery Summary .............................. ............................... 9 List of Appendices Appendix A Detailed Cost Estimates Appendix B Drawings Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page ii I February 6, 2001 Preliminary Report Carrousel Plaza Street and Utility Improvements City Project No. 322 Prepared for the City of Rosemount, Minnesota Executive Summary City Project No. 322 provides for the construction of sanitary sewer, water main, storm drain, and street improvements for the proposed Carrousel Plaza development. The development consists of approximately six acres which will be platted into 38 townhome units. The remaining two acres of the Carrousel Plaza parcel will be developed separately into an office building. The project is located in the NW' /a of Section 32, Township 115N, Range 19W. It is located east of Chippendale Avenue, north of the Wachter property, west of Trunk Highway 3, and south of the Marcus Theatre. The project includes approximately 1,200 linear feet of sanitary sewer, 3,200 linear feet of water main, 700 linear feet of storm drain, and 1,100 linear feet of street construction. The total estimated project cost is $657,000. Of this total, approximately $156,100 will be recovered from the City's Water Main Core Facility Fund. The site of the future office building (Outlot A) will be assigned approximately $30,500 for sanitary sewer, storm drain, and street extension. The Wachter property will be assessed $10,000 for sanitary sewer service. City Limits Bowling Lanes will be assessed $14,900 for water main improvements along the east side of TH 3. The remaining cost for the project ($445,500) will be spread over the 38 benefiting townhome units yielding an approximate rate of $11,724 per unit. This improvement is necessary to provide the subject property with P Y P J P P Y municipal utilities and street access. In addition, the improvement is cost - effective and feasible from an engineering standpoint. Due to the A- ROSEM0101.00 Page 1 s size of the project and the nature of the construction, this project would best be bid and constructed as an individual project rather than combining the project with other projects in the area. Construction is scheduled to begin in May 2001 (subject to site grading by the developer), with completion scheduled for June 2001. 1.0 Introduction 1.1 Authorization On October 17, 2000, the City Council of the City of Rosemount, upon petition by the developer, authorized the preparation of a preliminary report for construction of streets and utilities in the Carrousel Plaza development. This improvement has been designated as City Project No. 322. a 1.2 Scope The purpose of this report is to determine the engineering feasibility of the project based on a review of the data available, and to make recommendations and provide cost estimates for the construction of sanitary sewer, water main, storm drain, and street facilities. 1.3 Data Available Information and materials used in the preparation of this report include: ■ Preliminary Plat for Carrousel Plaza Office Building (September 2000) ■ Preliminary Grading Plan for Carrousel Plaza Office Building (September 2000) ■ Preliminary Utility Plan for Carrousel Plaza Office Building (September 2000) ■ Preliminary Plat for Carrousel Plaza Townhomes (September 2000) ■ Final Grading Plan for Carrousel Plaza Townhomes (September 2000) ■ Preliminary Utility Plan for Carrousel Plaza Townhomes (September 2000) ■ City of Rosemount Construction Record Drawings ■ Storm Water Management Drainage Plan (February 1998) ■ Water Supply and Distribution Plan (September 1997) Carrousel Plaza, Street and Utility Improvements A- ROSEM0101.00 City of Rosemount, Minnesota Page 2 ■ City of Rosemount Assessment/Improvement Policy Twin City Testing Geotechnical Exploration Program for Carrousel Plaza (October 2000) 2.0 General Background 2.1 Location The project location is shown on Drawing 1. The project area is located in the NW' /a of Section 32, Township 115N, Range 19W. The project is east of Chippendale Avenue, north of the Wachter property, west of Trunk Highway 3, and south of the Marcus Theatre. o' 2.2 Site Conditions Currently, the project area is undeveloped open space. The land adjacent to the project is used for residential and commercial purposes. The Harold Wachter residence and Wachter Lake are located south of the development. The Marcus Theatre and a proposed office building are located to the north. The land immediately to the east of the project is occupied by Trunk Highway 3. Chippendale Avenue was reconstructed in 1998, and utility and roadway stubs were extended to the site as a part of the reconstruction project. A subsurface exploration report was prepared for the Carrousel Plaza development. The soil borings showed topsoil and clay layers at the surface ranging from one -foot to three feet in depth, with fine to medium grained sand beneath the topsoil and clay layers. Ground water was not encountered at the boring locations which terminated at a 16 -foot depth. 3.0 Proposed Improvements 3.1 Sanitary Sewer Proposed sanitary sewer facilities are shown on Drawing 2. These facilities include the installation of 8 -inch diameter sewers on all streets within the development. The proposed sanitary sewer will connect to an existing 8 -inch sewer main in Chippendale Avenue. This ultimately flows to the MCES Empire Wastewater Treatment Facility. The proposed facilities also include the extension of 4 -inch sanitary sewer services to each townhome unit. The services will be extended 15 feet from the back of curb. An 8 -inch sewer service will be extended to the proposed office building site north of the development. Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 3 t 1 r J 1 fl a The Wachter property, located south of the project and east of Chippendale Avenue, will be served by sanitary sewer from this development. An 8 -inch sewer main will be extended between Blocks 3 and 4 to the north line of the Wachter property. All sanitary facilities on this project will be owned and maintained by the City of Rosemount. 3.2 Water Main Proposed water main facilities are shown on Drawing 3. These facilities include the installaclon of 8 -inch mains on all streets within the development except for a portion of Street A where a 16 -inch trunk main will be installed. The 16 -inch trunk main will be extended northeast from an existing 16 -inch stub in Chippendale Avenue between Blocks 3 and 4 to Street A. The trunk main will then be extended east along Street A and along an existing drainage and utility easement to TH 3. A subsurface crossing will be installed beneath TH 3, and the 16 -inch trunk main will be connected to a 12 -inch trunk main on the east side of TH 3. In order to complete an important loop in the City's trunk water main system, a segment of 12 -inch trunk water main will be constructed on the east side of TH 3. The trunk main will connect an existing 12 -inch trunk main north of the City Limits Bowling Lanes to a future 12 -inch trunk main located south of the C.P. Railroad trestle (this future 12- inch trunk main will be constructed as part of the CSAH 46/TH 3 project in 2001). A subsurface crossing beneath the C.P. Railroad may be required to construct the 12 -inch water main connection. The proposed facilities also include hydrants for fire protection and the extension of one -inch services to each townhome unit. The services will be extended 15 feet from the back of curb. The Wachter property and the office building site will be served by 8 -inch stubs. 13 The water main facilities on this project will be owned and maintained by the City of Rosemount. 3.3 Storm Drainage Proposed drainage facilities are shown on Drawing 4. The facilities include storm drain connections from Street A and Street C to an existing storm water detention basin located in the southeast corner of the development. The detention basin meets the requirements of the Environmental Protection Agency's Nationwide Urban Runoff Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 4 L(I- Program (NURP). The basin serves as a sediment basin to clean storm water prior to discharging the water into Wachter Lake. A segment of the existing 27 -inch storm drain coming from the theatre will be removed and replaced with a 33 -inch pipe. This will allow the pipe elevation to be raised and the pipe grade to be flattened, so proper clearance can be provided between the storm and sanitary pipes. An existing catch basin in Chippendale Avenue will be moved easterly to the proposed curb and gutter in the north radius of Street B. A 15- inch storm drain stub will be extended from this catch basin to serve the proposed office building north of the development. Also, storm drain will be installed at the west end of Street B. This storm drain will be connected to an existing catch basin in Chippendale Avenue. Catch basins will be installed at the curb lines to collect storm runoff from the streets and adjacent areas. The catch basins will be installed with sumps to collect sediment from the street prior to discharging the sediment into the detention basin. The storm drainage facilities on this project will be owned and maintained by the City of Rosemount. 3.4 Street Construction The project includes the construction of streets as shown in Drawing 5. The streets are proposed to have widths of 28 feet between curb faces. There will be a 5 -foot wide concrete sidewalk constructed on the north and east sides of Street A. Eight -foot wide bituminous trails will be installed along the east side of Chippendale Avenue, the south side of Street B, and between Blocks 5 and 6 from Street A to Wachter Lake. A cul -de -sac with a 45 -foot radius will be installed at the end of Street A. All proposed streets will consist of a 2 -inch bituminous wearing course, a 2 -inch bituminous base course, a 6 -inch aggregate base course, and a modified "S" design (surmountable) concrete curb and gutter. B618 concrete curb and gutter will be utilized on Street B. The parking areas along Street A will be constructed with B612 concrete curb and gutter. n The proposed pavement section utilizes a granular subgrade which will be constructed in conjunction with the site grading. Site grading and all necessary soils correction (removal of topsoil and clay material within the street section) is to be accomplished by the developer. Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 5 1 fl t Boulevard fine grading, topsoil respreading and seeding/sodding will be included in the City's contract. All street facilities on this project will be privately owned and maintained. All street lighting facilities will be constructed, owned, and maintained by Northern States Power (NSP). The street lights will be installed as part of the extension of electrical service to the project area. Therefore, construction of street lighting facilities will not be included in the City's construction contract. Provisions for electrical service and associated restoration will be paid for and coordinated by the developer. Installation of the below - ground components of the lighting system will take place concurrently with final boulevard grading. Installation of the above - ground components of the lighting system will not occur until the City's street construction project is completed. In accordance with City requirements, a shoebox type lighting fixture on a 30 -foot pole will be needed at the intersection of Chippendale Avenue and Street B. Lantern style lights on a 15 -foot pole will be required in all other areas. Lighting will be by the developer. The developer will also coordinate and pay for the installation and restoration associated with natural gas, telephone, and cable TV service. 3.5 Site Grading t 'I t✓ Site grading will be accomplished by the developer under a separate contract prior to street and utility construction. The subgrade street elevations will be left at or above the proposed subgrade elevation by the developer. Topsoil and clay soils found in street areas will also be removed and replaced with granular materials by the developer. 3.6 Easement Dedication As a part of the platting process, the westerly 50 feet (measured from the centerline of Chippendale Avenue) of Carrousel Plaza will be dedicated to the City. This will provide a 50 -foot half right -of -way width on the east side of Chippendale Avenue. A blanket easement will be given to the City for the purpose of constructing the improvements and maintaining the public utilities as needed in the future. Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 6 1 3.7 Permits Construction permits will be required from several agencies for this project. The following table summarizes the permits which may be required: Table 1 Permitting Requirements 1 1 r 4.0 Financing 4.1 Cost Estimates Detailed cost estimates for all proposed improvements are included in Appendix A of this report. The estimates do not include any costs for site grading or for easements which may be required. In addition, street lighting, electrical, gas, telephone, and cable TV costs are not included in the estimates. The cost estimates are based on bid prices obtained from similar type projects during 2000. The estimates include allowances for construction contingencies (10 percent) and anticipated legal, administrative, engineering, and fiscal costs (30 percent). A summary of these costs is presented in Table 2. Table 2 Summary of Cost Estimates L Sanitary Water Responsibility Approx. Permitting Agency Permit Name Permit City Developer $86,000 Fee Minnesota Pollution Control Sanitary Sewer $657,000 $240.00 Agency (MPCA) Extension Permit Minnesota Department of Water Main $150.00 Health (MDH) Extension Permit General National Pollutant Discharge Minnesota Pollution Control Elimination System $240.00 Agency (MPCA) (NPDES) Construction Storm Water Permit C.P. Railroad License Agreement $800.00 Mn/DOT Work within State ✓ N/A Right of Way 4.0 Financing 4.1 Cost Estimates Detailed cost estimates for all proposed improvements are included in Appendix A of this report. The estimates do not include any costs for site grading or for easements which may be required. In addition, street lighting, electrical, gas, telephone, and cable TV costs are not included in the estimates. The cost estimates are based on bid prices obtained from similar type projects during 2000. The estimates include allowances for construction contingencies (10 percent) and anticipated legal, administrative, engineering, and fiscal costs (30 percent). A summary of these costs is presented in Table 2. Table 2 Summary of Cost Estimates L Sanitary Water Storm Streets Total Sewer Main Drain $86,000 $299,000 $89,000 $183,000 $657,000 Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 7 4.2 Assessment Area This project is intended to follow all state statute Chapter 429 regulations to allow for the assessment of certain portions of the project. The development related costs will be paid up front or guaranteed by the developer in a manner to be addressed in the Subdivision Agreement. This pertains to the Carrousel Plaza development, as well as the adjacent Outlot A, which will both provide prepayment of all proposed development costs. (Carrousel Plaza and Outlot A are being developed by the same developer.) A The Wachter property will be assessed for the sanitary sewer service extended to serve future development of the property. City Limits Bowling Lanes will be assessed for water main improvements adjacent to the property along the east side of TH 3. 4.3 Cost Recovery The costs for the project will be recovered from developer prepayments, guarantees, or assessments and City Core Funds. 4.3.1 Sanitary Sewer The Wachter property will be assessed for the 8 -inch sanitary sewer service extended to serve future development on the property. This amount is estimated to be $10,000. The total estimated cost for the sanitary sewer construction in Street B is $9,000. Half of this amount, or $4,500, will be assigned to Outlot A for sanitary sewer extended to the property to serve a future office building. The remaining $71,500 for sanitary sewer construction will be assigned to the Carrousel Plaza development. 4.3.2 Water Main Because the 16 -inch water main is a trunk facility, the difference in cost between the 16 -inch main and an 8 -inch main is considered to be a City core cost (an 8 -inch main is the standard water main size for a residential area). Therefore, the difference in cost is proposed to be recovered from the City's Water Main Core Facility Fund. This amount is estimated to be $44,000. A portion of the cost for the 12 -inch water main construction along the east side of TH 3 will be assessed to City limits Bowling Lanes. The estimated water main assessment rate for a 12 -inch main in a commercial area is $21 per front foot (see Appendix). Using the parcel's frontage length along TH 3 of 710 feet yields an approximate assessment of $14,900. The remaining cost for the 12 -inch water main Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 8 1 r 1 1 will be recovered from the Water Main Core Facility Fund. This amount is estimated to be $112,100. The total amount to be recovered from the Water Main Core Facility Fund for this project is estimated to be $156,100. The remaining cost for water main construction of $128,000 will be paid by the Carrousel Plaza development. 4.3.3 Storm Drain and Streets The total estimated costs for storm drain and street construction for Street B are $11,000 and $41,000, respectively. Half of these amounts, $5,500 for storm drain and $20,500 for streets, will be assigned to Outlot A. The remaining costs for storm drain and street construction of $83,500 and $162,500, respectively, will be assigned to the Carl Plaza development. A summary of the cost recovery is presented in Table 3. Table 3 Cost Recovery Summary Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 9 Carrousel Plaza Wachter Property Office Building City Limits Bowling Lanes Water Main Core Funds Total Sanitary Sewer $71,500 $10,000 $4,500 other developer obligations, are completed in a timely manner. $86,000 Water Main 128,000 1 $14,900 $156,100 $299,000 Storm Drain 83,500 5,500 $89,000 Streets 162,500 20,500 $183,000 Totals $445,500 $10,000 $30,500 $14,900 $156,100 $657,000 Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 9 5.0 Project Schedule The proposed schedule for this improvement is listed below. This schedule is based on the provisions of Chapter 429 of the Minnesota State Statues. The schedule assumes that all elements of the improvement, including grading, any easement acquisitions, and any other developer obligations, are completed in a timely manner. ■ Order Feasibility Report ......... ............................... October 17, 2000 ■ Receive Feasibility Report .............. .......................February 6, 2001 ■ Public Hearing /Order Plans & Specs .........................March 6, 2001 Receive Plans & Specs /Order Ad for Bid ................March 20, 2001 Receive Bids ...... ............................... ..........................April 20, 2001 Carrousel Plaza, Street and Utility Improvements City of Rosemount, Minnesota A- ROSEM0101.00 Page 9 ■ Award Contract .. ............................. ............................May 1, 2001 ■ Begin Construction (subject to grading) ...........................May 2001 ■ Complete Construction ..................... ...........................June 30, 2001 ■ Assessment Hearin October 2001 it 1 t Carrousel Plaza, Street and Utility Improvements A- ROSEM0101.00 City of Rosemount, Minnesota Page 10 1 s fl ,ri Detailed Cost Estimates Appendix A Fj = te r war + r r M M� = M M M M ■s = s ue Total Sanitary Sewer Cost Description Unit Quantity 8" PVC Sanitary Sewer Pipe (10' -15' depth) L. F. 1,180 4" PVC Sanitary Sewer Pipe L. F. 1,200 8" x 4" PVC Service Wye Each 38 Construct Sanitary Manhole (48" Diameter) L. F. 205 Crushed Rock Pipe Foundation Ton 100 Replacement Backfill Ton 100 Granular Pipe Foundation Ton 100 Connect to Existing Sanitary Sewer Each 1 Subtotal Sanitary Sewer Construction Plus 10% Contingencies Estimated Construction Cost Plus 30% Administrative, Legal, Fiscal and Engineering Total Estimated Cost ESTIMATE OF COST Carrousel Plaza Street and Utility Improvements City Project No. 322 SEH No. A- ROSEM0101.00 Sanitary Sewer Construction Unit Price $16.00 $8.00 $50.00 $130.00 $10.00 $5.00 $6.00 $1,000.00 Amount $18,880.00 $9,600.00 $1,900.00 $26,650.00 $1,000.00 $500.00 $600.00 $1,000.00 $60,130.00 $6,013.00 $66,143.00 $19,857.00 $86,000.00 Street B Cost Quantity Amount 190 $3,040.00 0 $0.00 0 $0.00 12 $1,560.00 20 $200.00 20 $100.00 20 $120.00 1 $1,000.00 $6,020.00 $602.00 $6,622.00 $2,378.00 $9,000.00 Wachter's Cost Quantity Amount 190 $3,040.00 0 $0.00 0 $0.00 24 $3,120.00 20 $200.00 20 $100.00 20 $120.00 0 $0.00 $6,580.00 $658.00 $7,238.00 $2,762.00 $10,000.00 ESTIMATE OF COST Carrousel Plaza Street and Utility Improvements City Project No. 322 SEH No. A- ROSEM0101.00 Water Main Construction Total Cost Total Water Main Cost Without Oversizing TH 3 Description Unit Quantity Unit Price Amount Quantity Amount Quantity Amount 6" DIP Water Main, Class 52 L.F. 80 $16.00 $1,280.00 50 $800.00 30 $480.00 8" DIP Water Main, Class 52 L.F. 625 $18.00 $11,250.00 1800 $32,400.00 0 $0.00 12" DIP Water Main, Class 52 L.F. 1,400 $26.00 $36,400.00 0 $0.00 1400 $36,400.00 16" DIP Water Main, Class 52 L.F. 1,175 $32.00 $37,600.00 0 $0.00 0 $0.00 6" Gate Valve & Box Each 8 $500.00 $4,000.00 5 $2,500.00 3 $1,500.00 8" Gate Valve & Box Each 4 $700.00 $2,800.00 7 $4,900.00 0 $0.00 12" Gate Valve & Box Each 3 $2,500.00 $7,500.00 0 $0.00 3 $7,500.00 16" Gate Valve & Box Each 3 $3,000.00 $9,000.00 0 $0.00 0 $0.00 Bore 24" Steel Casing L.F. 120 $225.00 $27,000.00 0 $0.00 120 $27,000.00 Bore 30" Steel Casing L.F. 75 $250.00 $18,750.00 75 $18,750.00 0 $0.00 Hydrant Each 8 $1,500.00 $12,000.00 5 $7,500.00 3 $4,500.00 DIP Water Main Fittings (Cast Iron Weight) LB. 11,000 $1.75 $19,250.00 2800 $4,900.00 3700 $6,475.00 1" Corporation, Curb Stop & Box Each 38 $120.00 $4,560.00 38 $4,560.00 0 $0.00 1 " Copper Service Each 1,200 $7.00 $8,400.00 1200 $8,400.00 0 $0.00 Connect to Existing, Water Main Each 4 $700.00 $2,800.00 2 $1,400.00 2 $1,400.00 Crushed Rock Pipe Foundation Ton 200 $10.00 $2,000.00 100 $1,000.00 100 $1,000.00 Replacement Backfill Ton 200 $5.00 $1,000.00 100 $500.00 100 $500.00 Granular Pipe Foundation Ton 200 $6.00 $1,200.00 100 $600.00 100 $600.00 2" Polystyrene Insulation S.Y. 200 $9.00 $1,800.00 100 $900.00 100 $900.00 Subtotal Water Main Construction $208,590.00 $89,110.00 $88,255.00 Plus 10% Contingencies $20,859.00 $8,911.00 $8,825.50 Estimated Construction Cost $229,449.00 $98,021.00 $97,080.50 Plus 30% Administrative, Legal, Fiscal and Engineering $69,551.00 $29,979.00 $29,919.50 Total Estimated Cost $299,000.00 $128,000.00 $127,000.00 t 1 - 1 e 11 ESTIMATE OF COST Carrousel Plaza Street and Utility Improvements City Project No. 322 SEH No. A- ROSEM0101.00 Storm Drain Construction Description Unit Quantity Unit Price Amount Remove 27" RCP Storm Drain Pipe 15" RCP Storm Drain Pipe 18" RCP Storm Drain Pipe 21" RCP Storm Drain Pipe 33" RCP Storm Drain Pipe Manhole, Type B (48" diameter) Man.�ole, Type B (60" diameter) Catch Basin, Type X Catch Basin, Type Y R -1733 Manhole Casting R- 3067 -V Catch Basin Casting Silt Fence Bale Checks Crushed Rock Pipe Foundation Granular Pipe Foundation L. F. 150 $12.00 $2,508.00 $1,800.00 $0.00 L. F. 460 $22.00 $0.00 $10,120.00 $0.00 L. F. 35 $24.00 $1,000.00 $840.00 $2,000.00 L. F, 165 $26.00 $900.00 $4,290.00 $900.00 L. F. 150 $100.00 $0.00 $15,000.00 $0.00 L. F. 30 $225.00 $6,750.00 L. F. 24 $250.00 $6,000.00 L. F. 20 $200.00 $4,000.00 L. F. 26 $200.00 $5,200.00 Each 7 $300.00 $2,100.00 Each 8 $300.00 $2,400.00 L. F. 2,000 $1.50 $3,000.00 Each 20 $6.00 $120.00 Ton 100 $10.00 $1,000.00 Ton 100 $8.00 $800.00 Subtotal Storm Sewer Drain Construction Plus 10% Contingencies Estimated Construction Cost Plus 30% Administrative, Legal, Fiscal and Engineering Total Estimated Cost $61,620.00 $6,162.00 $67,782.00 $21,218.00 $89,000.00 Street B Costs Quantity Amount 0 $0.00 114 $2,508.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 5 $1,000.00 10 $2,000.00 0 $0.00 3 $900.00 600 $900.00 0 $0.00 0 $0.00 0 $0.00 $7,308.00 $730.80 $8,038.80 $2,961.20 $11,000.00 P -J t 1 1 ESTIMATE OF COST Carrousel Plaza Street and Utility Improvements City Project No. 322 SEH No. A- ROSEM0101.00 Street Construction Street B Costs Description Unit Quantity Unit Price Amount Quantity Amount Mobilization L. S. 1 $5,000.00 $5,000.00 0.2 $1,000.00 Saw Pavement (full depth) L. F. 200 $4.00 $800.00 200 $800.00 Remove Bituminous Pavement S.Y. 1,000 $3.00 $3,000.00 1000 $3,000.00 Common Excavation C.Y. 1,000 $3.00 $3,000.00 200 $600.00 Subgrade Excavation C.Y. 1,000 $4.00 $4,000.00 200 $800.00 Topsoil Borrow C.Y. 1,000 $10.00 $10,000.00 200 $2,000.00 Aggregate Base Placed, Class 5 Ton 2,100 $9.00 $18,900.00 430 $3,870.00 Base Course Mixture, Type 31 Ton 560 $24.00 $13,440.00 115 $2,760.00 Bituminous Material for Tack Coat Gallon 240 $1.50 $360.00 50 $75.00 Wearing Course Mixture, Type 41 Ton 560 $28.00 $15,680.00 115 $3,220.00 Adjust Gate Valve Box Each 5 $150.00 $750.00 2 $300.00 Adjust Frame and Ring Casting Each 21 $180.00 $3,780.00 0 $0.00 Concrete Curb and Gutter, Modified L. F. 2,100 $7.00 $14,700.00 0 $0.00 Concrete Curb and Gutter, B618 L. F. 610 $8.00 $4,880.00 610 $4,880.00 Concrete Curb and Gutter, B612 L. F. 520 $8.00 $4,160.00 0 $0.00 8" Concrete Driveway Pavement S. F. 550 $4.00 $2,200.00 550 $2,200.00 6" Concrete Walk S. F. 2,200 $3.00 $6,600.00 0 $0.00 2" Bituminous Trail S. F. 5,000 $2.00 $10,000.00 0 $0.00 Seeding (including mulch w /anchoring) Acre 2.5 $1,000.00 $2,500.00 0.2 $200.00 Sodding S.Y. 1,000 $2.00 $2,000.00 200 $400.00 Street Name Signs Each 3 $250.00 $750.00 7 $1,750.00 Sign Panels, Type C S.F. 20 $25.00 $500.00 1 $25.00 Traffic Control L.S. 1 $500.00 $500.00 0.2 $100.00 Subtotal Street Construction $127,500.00 $27,980.00 Plus 10% Contingencies $12,750.00 $2,798.00 Estimated Construction Cost $140,247.00 $30,775.00 Plus 30% Administrative, Legal, Fiscal and Engineering $42,753.00 $10,225.00 Total Estimated Cost $183,000.00 $41,000.00 Resolution 2000 - -139 Schedule of Rates & Fees Appendix I —2001 Single Fancily $1,870 per lot Multiple Family $7,700 per acre Public /Institutional $7,700 per acre Commercial $8,140 per acre Industrial $8,140 per acre 5. Water Tower Antennas Application fee $ 2,500 ' Per year rent payments based on 9" panel Type or 3 " whip type antennas and appropriate $ 12,500 outside equipment area Minimum er year lease payment 5% P P increase. i 6. Assessments A. Street Assessments for Total Reconstruction Projects on existing streets are as follows: 1. Single Family/ R -1 Zoned Lot: • With Existing Concrete Curb & Gutter $2,185 • With Existing Bituminous Curb $2,462 • With Existing Gravel Road $ Full Cost of Improvement 2. Commercial /Industrial Parcels: I Minimum Assessment $5,335 3. For Undeveloped Property a. Street • Single Family / R -1 Zoned Property $55/FF • Multiple Family / R- 2,3,4/P Zoned Property $591FF • All C/IG/IP/BP Zoned Property $92IFF b. Water Main ' All Housing T es 8" main S 1225/FF • All Other Land Uses (12" main) $ 21.00/FF c- Sanitary Sewer 1 1 Pj 1 1 Appendix B Drawings t u 1 p U 3 °a w s� s .. w= 0 W �s n w s PHONE: (651) 490 -2000 H w 3535 VADNAIS CENTER DR. oo� 1 ST. PAUL, MN 55110 N 1000 0 1000 500 SCALE IN FEET FILE No. CARROUSEL PLAZA AROSEM0101.00 CITY PROJECT NO. 322 DATE: ROSEMOUNT,MINNESOTA 2/6/01 PROJECT LOCATION / W LLI W N W `. W ,.... Ld __.......... o z a. Q ` 00 Q Cn Q O W W U V) L4 GO B ' U O z O m n 0 Y' E t Z n W W O K e 0D o i m ? C a E Go • �. ' a m �. ° — � SJOEE J ° ^ k _ w m G ° _ n o 0 I � _ r / W z N ��- \ \ d W N x OOQ co \ \ n a UF- cn \ n° 0 a � U = 3 a a x x m a a a a a a s =a eoa SE �� a a a o CHI PPE N DALE AV E. "� m eoa .a, — d Oa 9* Wow w -5 FILE No. CARROUSEL PLAZA Z AROSEM0101.00 PROPOSED a w v PHONE: aso -z000 DATE: CITY PROJECT NO. 322 & ° (651) 3535 VADNAIS CENTER DR. ROSEMOUNT ,MINNESOTA SANITARY SEWER < ° a x ST. 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T T 0 0 0 o - m m m CA D ° oo cn cn ' E M _= tc m m �o C n IL I Z M o o m 0 < C m — Z 01 s �7 D . a O D r i CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: FEBRUARY 6, 2001 AGENDA ITEM: HIRING OF P/T PARKS & RECREATION A A SECTION: RECEPTIONIST ADD -ON PREPARED BY: PAULA GRAFF, AGENDA NO. HUMAN RESOURCES/ COMMUNICATIONS COORDINATOR ATTACH -MENTS : NONE APPROVED BY: i For City Council consideration is a recommendation to hire Ms. Ruth Beaver for the position of part-time Receptionist in the Parks & Recreation Department. The City received 22 applications for this position. Twelve candidates were screened over the phone. Of these twelve, five candidates were interviewed face to face. Ms Beaver has several years of customer service and secretarial experience and the interview panel felt that her communication skills were excellent. Pending Council approval, Ms. Beaver will begin work on Tuesday, February 20` RECOM'1IENDED ACTION: MOTION TO APPROVE THE HIRING OF MS. RUTH BEAVER FOR THE POSITION OF PART -TIME PARKS & RECREATION RECEPTIONIST. COUNCIL ACTION: CITY OF ROSEMOU NT Everything's Coming Up Rosemount!! NOTICE OF PUBLIC HEARING Improvements to Trunk Highway 3 from 145 Street to CSAH 42 City Project 318 Cm HALL 23 — ' ':':- Street West — cunt, MN =:•.68• -3997 4 -51 -423 -4411 651 - 423 -6219 =5 -423 -5203 NOTICE IS HEREBY GIVEN, that the City Council of the City of Rosemount will conduct a public hearing at 7:30 p.m. or as soon there after on Tuesday, February 6. 2001 in the Council Chambers at City Hall, 2875 145 Street West, Rosemount, Minnesota. This public hearing is being held to take public comment on said improvement, which does include street, storm sewer, pond construction, sanitary sewer, watermain, signals, sidewalk and streetscape, and lighting. Written comments will be accepted up to the time of the hearing and will be included in the discussion at this hearing. Dated this 11th day of January 2001. Linda Jentink, City erk City of Rosemount Dakota County, Minnesota .41criliary aids and services are available - Please contact the City Clerk at (651)322 -2003, or TDD A'. (651)423 -6219, no later than January 29, 2001 to make a request. 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Notary Public AFFIDAVIT DAW%.' M SMITH i� r NOTA R / PL ELI � - MINNESOTA My Cora, ,ion Expires Jan. 31.2005 $ CITY OF ROSEMOUNT NOTICE OF PUBLIC HEARING Improvements to Trunk Highway 3 from 145th Street to CSAH 42 City Project 318 NOTICE IS HEREBY GIVEN, that the City Council of the City of Rosemount will conduct a public hearing at 7:30 p.m. or as sown there after on Tuesday, February 6, 2(X)1 in the Council Chambers at City Hall, 2875 145 Street West, Rosemount, Minnesota. This public hearing is being held to take public comment on said improvement, which does include street, storm sewer. pond construction, sanitary sewer, watermain, signals, sidewalk and streetscape, and lighting, Written comments will be accepted up to the time of the hearing and will be included in the discussion at this hearing. Dated this 11th day of January 2001 Linda Jentink, City Clerk City of Rosemount Dakota County, Minnesota Auxilian• aids and sen•ices are available - Please contact the Ciq Clerk at (651)322 - 2003 or TDD N. (651)423- 62/9. no later than Januar 29, 2001 to make a request. Eramples ojauxiliary aids or services may include: sign language interpreter. assistive listening kit, accessible meeting location. etc. 1 /12 -1/26 a xo-yt--1%V1* .A PUBLIC HEARING DOWNTOWN STREETSCAPE February 6, 2001 SIGN IN SHEET NAME 5 � �L ADDRESS H�K 1 30 V ,� ��'' '� /ji'1( �.r�..Es_,,, 'U ✓,f'� ��I1(r i�lt' f l �_ fli'G��o�c.� ✓a. V fg ✓r4 •� � Nam t ��: S r � /` 5` 'y .S 5 lac, y ✓.� �/r �`/ ' c'