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Home My WebLink About6.i. Receive Feasibility Report/Set Public Hearing - Meadows of Bloomfield, City Project #380r CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: February 3, 2004 AGENDA ITEM: Receive Feasibility Report/Set Public Hearing - Meadows of Bloomfield, City Project #380 AGENDA SECTION: Consent PREPARED BY: Andrew J. Brotzler, P.E., City Engineer W A ENDA NO: a ffEm#6 i ATTACHMENTS: Resolutions, Feasibility Report APPROVED BY: Attached please find a copy of the Feasibility Report for the Meadows of Bloomfield Street and Utility Improvements, City Project #380. This project was formerly named Minea Property and on October 7, 2003 Council authorized preparation of this report. This report addresses the construction of streets and utilities within the Meadows of Bloomfield development and the extension of Connemara Trail to the east up to the future overpass, along with the estimated costs and proposed funding. At this time, the developer, Centex Homes, has submitted a final plat for the first two phases of the development only. Accordingly, the improvements proposed to be completed in 2004 are for the first two phases only. As the developer submits plats for future Additions, this report will be referenced when preparing the plans and specifications for the associated improvement projects. RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING A PUBLIC HEARING FOR MEADOWS OF BLOOMFIELD, CITY PROJECT 380. COUNCIL ACTION: CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2004 - A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING FOR THE MEADOWS OF BLOOMFIELD STREET AND UTILITY IMPROVEMENTS CITY PROJECT #380 WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct certain improvements, to -wit: City Project #380, Meadows of Bloomfield Street and Utility Improvements, in the City as described in and in accordance with the feasibility report prepared by WSB & Associates, Inc., the Consulting Engineers; and WHEREAS, the City Council has been advised that said utility and street improvements, City Project #380 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 3, 2004; 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 #380 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 #380, Meadows of Bloomfield Street and Utility Improvements to be held on Tuesday, March 2, 2004 at 7:30 o'clock p.m. or as soon thereafter as possible, in the Council Chambers of the City Hall. ADOPTED this 3 rd day of February, 2004. William H. Droste, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Voted in favor: Seconded by: Voted against: i r i t 0 i February 3, 2004 I Meadows of Bloomfield Addition Street and Utilit y I and Ap Work Prepared for: City Project Number: 380 i WSB Project No. 1563 -00 I I Prepared by: I - .�4,t WS B 4150 Olson Memorial Highway, Suite 300 Minneapolis, MN 55422 (763) 541 -4800 &Associates, Inc. FEASIBILITY REPORT ' MEADOWS OF BLOOMFIELD ADDITION STREET AND UTILITY IMPROVEMENTS AND APPURTENANT WORK CITY PROJECT NO. 380 FOR THE ' CITY OF ROSEMOUNT, MINNESOTA February 3, 2004 - Prepared By: WSB & Associates, Inc. 4150 Olson Memorial Highway, Suite 300 Minneapolis, MN 55422 (763) 541 -4800 ' (763) 541 -1700 (Fax) ' Feasibility Report Meadows of Bloomfield Addition ' Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 ' February 3, 2004 Honorable Mayor and City Council City of Rosemount 2875 145 Street West Rosemount, MN 55068 -4997 ' Re: Feasibility Report tY p Meadows of Bloomfield Addition ' Street and Utility Improvements and Appurtenant Work City Project No. 380 WSB Project No. 1563 -00 Dear Mayor and City Council Members: Transmitted herewith is a feasibility report which addresses street and utility improvements for the Meadows of Bloomfield Addition. We would be happy to discuss this report with you at your convenience. Please do not hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report. Sincerely, WSB & Associates, Inc. Mark A. Erichson, P.E. Project Manager Enclosure js CERTIFICATION I hereby certify that this plan, specification or report was prepared b} t me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. A� a fle� Mark A. Erichson, P.E. Date: February 3,2004 Lic. No. 40886 Quality Control Review by: DaviA E. Hutton, P.E. Date: February 3, 2004 Lic. No. 19133 ' Feasibility Report Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563-00 i ' TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1 . EXECUTIVE SUMMARY ..................... ....................... ............................... ........................1 ' 2. INTRODUCTION ... ............................... ................. ................... ........ .......................2 2.1 Authorization .............................................. ............................... ..... ...........................2 2.2 Scope ..... ............................... .......... ...........................2 2.3 Data Available ...................... ......................... ......... .......... . ..............................2 3 . GENERAL BACKGROUND ............................. .................................... ..............................3 ' 3.1 Project Location (Figures 1 and 2) .....y ....... ................... ......... .................. ............ ..3 3.2 Existing Conditions ......................................................... ............................... ..............3 4 . PROPOSED IMPROVEMENTS ............................................................. .............................. 4.1 Street (Figures 3- 7) ........................................................................... .............................. 4.2 Storm Sewer (Figures 3 -7, 9) ......... ..................... ............................... 4.3 Watermain (Figures 3 -8) ............................,......... ............................... .........................6 4.4 Sanitary Sewer (Figures 3- 7) ............................................................ .............................. ' 4.5 Sidewalk/Pathway (Figures 3-7) ............... ............ ............................... ... 4.6 Private Utilities/ Streetlights ............................................................. .............................. 4.7 Permits /Approvals ............................................................................ .............................. 4.8 Right -of -Way /Easements .............................................................. .............................. 5 . FINANCING .............................................................................................. ............................. ' 5.1 Estimated Costs ........ .................. .......... ............................... .........................10 5.2 Funding ............................................................................................. ........................._... 6 . PROJECT SCHEDULE ............................................................................ ............................. 7. FEASIBILITY AND RECOMMENDATION ......... ............................... ........................13 ' Appendix A Figures ' Appendix B Opinion of Probable Cost Appendix C Oversizing Costs ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 I , L; 1. EXECUTIVE SUMMARY This report is written to address issues related to the development of the new Bloomfield development area known as the Meadows of Bloomfield Addition. A map showing the project i location is shown on Figures 1 and 2. The proposed improvements include the construction of city streets that include concrete curb ' and gutter, 8 -foot bituminous pathways, and 5 -foot concrete sidewalks. The proposed City street construction includes the extension of Connemara Trail from the east side of Biscayne Pointe 5 Addition east to the future bridge over the Chicago, Rock Island and Pacific Railway main tracks that separate this section of Bloomfield from the Bloomfield 5th— 7th Additions. Utility improvements include the construction of trunk and lateral watermain, sanitary sewer, trunk and ' lateral storm sewer, and a sanitary sewer lift station. The estimated project cost for the street and utility improvements of the Meadows of Bloomfield Addition, Phase 1, is $5,332,600. The estimated cost of improvements for Phase 2 is $2,128,000 ' and $716,500 for Phase'). The total cost for all 3 phases is $8,177,100. All estimates include 5% contingency costs and 30% indirect costs. The project cost of lateral improvements will be financed by the developer, Centex Homes. Costs associated with over - sizing of trunk sanitary ' sewer, trunk watermain, trunk storm sewer, and the raw watermains financed through the use of City Core Funds. The grading of the site will be completed prior to the initiation of street and utility improvements. The cost of constructing the section of Connemara Trail west of the Meadows of Bloomfield and east of the Biscayne Pointe 5 Addition, is proposed to be assessed to the adjoining properties. Right -of -way acquisition will be required from one property owner, ' located on the north side of the proposed Connemara Trail just east of the Biscayne Pointe 5th Addition. This property is currently owned by the Flach's (PIN 34- 02110- 020 -50). No costs associated with this right -of -way acquisition are included in this report. The majority o p p f the public improvements for the Meadows of Bloomfield Phase 1, including the first lift of bituminous pavement and all restoration items, will be completed in 2004. It is ' anticipated that Phase 2 will be included in the design and construction contract of Phase 1. However, construction on some parts of Phase 2 may be delayed until 2005. At this time, there is no schedule for completion of the Meadows of Bloomfield Phase 3. This project is feasible, necessar y, and cost - effective from an engineering standpoint and should be constructed as proposed herein. G Page 1 Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Page 1 2. INTRODUCTION 2.1 Authorization ' On October 7, 2003, the Rosemount City Council authorized the preparation of a Feasibility Report to address development- related infrastructure costs attributed to the Meadows of Bloomfield Addition Street and Utility Construction project. The Meadows of Bloomfield Addition has been designated as City Project No. 380. The Bloomfield developer, Centex Homes, will be funding all costs except the trunk utility over sizing costs, which will be financed by the City Core Funds. The section of Connemara Trail between the east side of Biscayne Pointe 5t Addition and the Meadows of Bloomfield will be ' assessed to the adjoining property owners. 2.2 Scope ' This report addresses the construction of street and utility improvements necessary for the development of the Meadows of Bloomfield residential development located south of 135 ' Street West (County Road 38), north of the Chicago, Rock Island and Pacific Railway main track line, and between Bacardi Avenue and Akron Avenue (County Road 73). In order to address the development issues from a regional standpoint, this report reviews the entire area to be developed within the Meadows of Bloomfield development. This report will provide a basis for the completion of the Meadows of Bloomfield development in phases. ' The proposed improvements include construction of streets, lateral and trunk storm sewer, watermain, sanitary sewer systems, and a sanitary sewer lift station. Site grading will be completed privately prior to construction of the street and utility improvements. 2.3 Data Available ' Information and materials used in the preparation of this report include the following: City of Rosemount Record Plans for adjoining properties. • City of Rosemount Stormwater Management Plan. City of Rosemount Topography Maps for Adjoining Properties. ' . City of Rosemount Water Supply and Distribution Plan. • Preliminary Plat information for Bloomfield prepared by Westwood Professional Services, Inc. Preliminary Grading Plans for Bloomfield prepared by Westwood Professional Services, ' Inc. Proposed centerline profile for Connemara Trail prepared by WSB & Associates, Inc. ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Page 2 1 3. GENERAL BACKGROUND - 3.1 Project Location (Figures 1 and 2) ' The project is located on a 155.7 acre tract which is bordered by 135t Street West (County Road 38) on the north, Biscayne Pointe 4 th Addition on the southwest and the Chicago, Rock Island and Pacific Railway line on the south. 3.2 Existing Conditions An existing farmstead in the northwest corner overlooking Mare Pond will be removed by the developer during site grading operations. The area around the farmstead and the pond is wooded. Most of the rest of the tract is open fields, with some fence rows along sections of the perimeter. Access to the tract is presently only available from 135 Street West (County Road 38), which is ' a gravel road. Connemara Trail stops approximately 660 feet west of the tract, at the east tract line of Biscayne Pointe 5 Addition. At the present time, there is no access from the south, due to the Chicago; Rock Island and Pacific Railway line along the south side of the tract. The City of Rosemount is planning to construct an overpass on Connemara Trail over the rail lines. The bridge has a planned start date of fall 2004 /spring 2005. ' The terrain in the southern two - thirds the project area is generally sloped to the southwest to an existing large closed depression in the southwest corner. This depression was created in part by fill placed during the construction of the railroad. It will be dedicated to the City for use as Infiltration/Stormwater Management Pond No. 1716. A ridge line crosses the northern third of the tract. Most of the area north of the ridge drains to Mare Pond (City Pond No. 1533) and the adjoining DNR Wetland area in the northwest corner. The remaining area drains to the northeast corner of the tract. The project area is currently served by the Rosemount West Water System. During construction of the infrastructure in the Bloomfield Vineyards Addition, which is located immediately south of the railroad tracks, a 16 -inch DIP watermain was jacked under the railroad, in anticipation of the Meadows of Bloomfield. Connemara Trail has a 16 -inch DIP watermain, which will be extended to the new development and connected with the 16 -inch DIP main from the south. Eight -inch laterals are proposed for all other new streets in the Meadows of Bloomfield ' Addition. A 12 -inch PVC sanitary sewer main was jacked under the railroad during construction of the Bloomfield Vineyards Addition. The north end is located along the railroad right -of -way, west of the proposed bridge over the railroad tracks. The 12 -inch PVC sanitary sewer trunk main crosses the Bloomfield Vineyards Addition into the 6 th Addition, where it connects to an existing 30 -inch RCP Metropolitan Council Environmental Services (MCES) interceptor that extends east /west through the earlier Bloomfield Additions. Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota- Page 3 WSB Project No. 1563 -00 A Northern Natural Gas pipeline crosses the tract. It enters the tract at the northeast corner and heads south around Mare Pond, then southeast. It leaves the tract along the railroad at a point approximately 540 feet west of the far southeast corner of the tract. There are private utilities located along 135 Street West (County Road 38), along Connemara Trail west of the tract, along the Chicago, Rock Island and Pacific Railway line and in the Bloomfield Additions south of the railroad. ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Page C' O 4. PROPOSED IMPROVEMENTS 4.1 Street (Figures 3 -7) City streets to be constructed as a part of the Meadows of Bloomfield Addition include local streets and the extension of Connemara Trail to the beginning of the proposed bridge structure over the railroad. Connemara Trail is proposed to be constructed to a width of 52 feet face -to -face with B -618 concrete curb and gutter and will include a 5 -foot concrete sidewalk and an 8 -foot bituminous pathway. Autumn Path east of Connemara Trail will be constructed to a width of 42 feet face -to- face with B -618 concrete curb and gutter and will include a 5 -foot concrete sidewalk along the entire north side and an 8 -foot bituminous pathway from Connemara Trail east to County Road 38. Autumn Path west of Connemara Trail and the remaining local streets are proposed to be constructed to a width of 32 feet face -to -face with modified `S' (surmountable) concrete curb and gutter. A 5 -foot sidewalk will also be constructed along the following internal streets: • The north side of Autumn Path west to Autumn Court. • The west side of Autumn Court. • The south side of Autumnwood Avenue. • The entire south side of Atrium Avenue and the north side between the two intersections with Athena Way. • Both sides of 139 Street. • The inside of the loop on Athena Way. • The south side of Atwater Path between Atrium Avenue and Atwood Trail. • The outside of the loop on Atwood Trail. • The east side of Atwood Avenue. • The east side of Azalea Avenue. The pavement section for all streets except for Connemara Trail and for Autumn Path east of Connemara Trail to County Road 38 (135 Street West) will be designed to accommodate a 9- ton axle load, and will consist of approximately 4 inches of bituminous and 8 inches of Class 5 aggregate base. Connemara Trail and Autumn Path east of Connemara Trail will be designed for a 10 -ton axle load, and will consist of approximately 7 inches of bituminous and 10 inches of Class 5 aggregate base. All streets will be constructed over a sand base. Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Page 5 0 0 4.2 Storm Sewer (Figures 3 -1, 9) The proposed storm sewer improvements include the construction of trunk and lateral storm sewer to serve the road rights -of -way and to provide pond outlets. Lateral storm sewers will be constructed in accordance with State Aid standards for Connemara Trail. The site storm sewer system, except for trunk mains, will be designed for a 10 -year rainfall event. The storm sewer trunk main design will incorporate the critical 100 -year event discharge rates. Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm Water Management Plan (CSMP). Basin No. 1716 in the CSMP is located in the southwest quadrant of the development. The proposed improvements will route almost all of the site stormwater to Basin 1716. A small area in the northeast corner will be directed to a small stormwater management pond in the northeast corner of the tract and then across County Road 38 (135t Street West) (C.R. 38) to an existing pond. The existing 30 -inch RCP storm sewer . main from the Keegan Lake outlet system that is currently stubbed in the adjoining Biscayne Pointe 4 th Addition, will be extended through to Basin No. 1716. A piped gravity outlet for Mare Pond and a piped system for the drain from the proposed water tower will also be constructed and discharged into Basin No. 1716 as part of this development. The additional storm sewer costs incurred by these additional flows were estimated and will be paid for by the City as part of the Storm Sewer Trunk Fund. An infiltration pipe system will be constructed in the bottom of Basin No. 1716 as part of the Phase 1 improvements. An outlet control structure and a 36 -inch RCP pipe system will also be constructed under the railroad to provide an outlet for Basin No. 1716 to the existing wetland and stormwater management pond (Basin No. 1795) in the existing Bloomfield Additions to the south. Basin No. 1795 outlets southeast to Basin No. 1864, which is also located in the Bloomfield Additions along County Road 42 (145 Street West). Basin No. 1864 operates as a regional basin within the City's stormwater management system. Basin No. 1864 presently does not have an outlet. A monitoring plan has been implemented for this basin and normal water elevations will be maintained as needed by temporary pumping. The storm sewer system from the development is anticipated to ultimately flow east to the Mississippi River. 4.3 Watermain (Figures 3 -8) Water service will be extended from the existing Rosemount Water System. The proposed improvements include the extension of a 16 -inch DIP trunk watermain along Connemara Trail and southeast through the development, to serve properties within the development and to connect to the 16 -inch trunk watermain that was jacked under the railroad on to the tract as part of the Bloomfield Vineyards Addition. The connection will complete a watermain loop of large diameter pipe for the City and provide a connection to the south from the proposed water tower that is planned for the property adjoining the northwest side of the Meadows of Bloomfield. The 16 -inch DIP watermain will be continued in Autumn Path east and north to County Road 38 (135 Street West) to provide another loop connection for a planned, future, large diameter watermain in C.R. 38. These proposed improvements are in accordance with the Rosemount Water Supply and Distribution Plan: Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota Page 6 WSB Project No. 1563 -00 r C Eight -inch watermain will be constructed in each internal roadway as needed to provide water service to the individual lots and to allow for looping throughout the proposed Meadow of Bloomfield development. Fire hydrants will be installed along City streets in accordance with City Standards. Two potential sites for public water supply wells have been identified on the tract (Figure 8). This report includes 12 -inch DIP raw water lines from each potential well site to the location of the planned future water treatment plant site northwest of Connemara Trail and Azalea Avenue, south of the proposed water tower or stubbed to County Road 38 where this raw water line can be extended in the future. Separate, parallel lines are proposed to allow the treatment plant operator the opportunity to blend the raw well water as he needs to provide proper treatment. It should be noted that the potential well locations are pending Minnesota Department of Health, Minnesota Pollution Control Agency, and other state and local reviews and approvals. It is also possible that the wells may be unusable after they have been drilled. However, we deem it prudent to design and build the raw water lines now during the general site construction instead of coming back later and trying to place them after the development has been completed and the area has been stabilized. 4.4 Sanitary Sewer (Figures 3 -7) Sanitary sewer service for the Meadows of Bloomfield Addition development will be provided by a 12 -inch PVC trunk sanitary sewer main that was extended northwest from the Metropolitan Council Environmental Services (MCES) 30 -inch RCP interceptor during construction of the Bloomfield 5 th Addition and the Bloomfield Vineyards Addition. The north end is located along the north right -of -way of the railroad tracks, southwest of the proposed overpass on Connemara Trail. The 12 -inch PVC trunk main will be extended north up Autumnwood Court to Autumn Path. Ten -inch and 8 -inch sanitary sewer mains will be constructed in the internal roadways as needed to provide for sanitary sewer service throughout the proposed Meadows of Bloomfield development. A lift station will be needed to serve a portion of the southwest corner of the development and will connect to the sanitary sewer system with a 2 -inch forcemain at the intersection of Autumn Path, Autumnwood Court and Autumnwood Avenue. A 15 -inch PVC trunk sanitary sewer main will be extended east in Connemara Trail from the existing stub main near the northeast corner of Biscayne Pointe 4 th Addition, past the Northern Natural Gas easement, then north parallel- to the tract line past Azalea Avenue and the driveway to the proposed water tower. This trunk main is part of the Comprehensive Plan. An underground conduit system will be constructed for future SCADA connections to the sanitary sewer lift station, the water tower, the potential well sites and the future water treatment plant facility. Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 7 WSB Project No. 1563 -00 ' 4.5 Sidewalk/Pathway (Figures 3 -7) A 5 -foot wide concrete sidewalk and an 8 -foot wide bituminous pathway are proposed to be constructed along Connemara Trail. A 5 -foot wide concrete sidewalk will also be constructed ' along the following streets: • The entire north side of Autumn Path, from C.R. 38 west to Autumn Court. ' • The west side of Autumn Court. • The south side of Autumnwood Avenue. • The entire south side of Atrium Avenue and the north side between the two intersections with Athena Way. • Both sides of 139 Street. • The inside of the loop on Athena Way. ' • The south side of Atwater Path between Atrium Avenue and Atwood Trail. • The outside of the loop on Atwood Trail. ' e The east side of Atwood Avenue. • The east side of Azalea Avenue. An 8 -foot bituminous pathway will also be constructed along the following internal streets: • The south side of Autumn Path, from Connemara Trail east to the tract line. • The east side of Azalea Avenue, north of Connemara Trail. Utilities/Streetlights 4.6 Private U hts g ' Electrical service to the development area will be provided by Xcel Energy, phone service will be provided by Frontier Communications, and gas service by Aquila. a Streetlights for the development will be incorporated into the project and paid for by the developer. 4.7 Permits /Approvals The anticipated permits required and the respective regulatory agencies are listed below: • Minnesota Department of Health (MDH) ........................... ............................... Watermain • Minnesota Pollution Control Agency ( MPCA) ............. ............................... Sanitary Sewer • Metropolitan Council Environmental Services (MCES) ............................. Sanitary Sewer ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 8 WSB Project No. 1563 -00 • Minnesota Pollution Control Agency (MPCA).. National Pollutant Discharge Elimination System (NPDES) General Storm -water Permit for Construction Activity (MN R110000) • Northern Natural Gas .............................. ....................... Pipeline Crossing Agreements 1 • Dakota County Highway Department ................... Street opening permit for Autumn Path • MnDNR .............................._......... ............................... ...........................Mare Pond Outlet 1 The final plat requires p Y ires a roval b the Dakota County Plat Commission and Board of Commissioners. 1 4.8 Right-of-Way/Easements 1 The proposed street rights -of -way for all public streets and all necessary easements across the proposed Meadows of Bloomfield development will be dedicated by the developer as part of the final plat. 1 The approximately roximatel 660 linear feet of Connemara Trail right -of -way between the end of the existing roadway at the east side of Biscayne Pointe 5 th Addition and the Meadows of 1 Bloomfield tract will need to be acquired. The City of Rosemount will need to acquire this right- of -way, along with any required temporary construction easements. 1 Approximately 800 feet of Autumn Path encroaches on to the adjoining property at the northeast corner of the tract, where it meets County Road 38 (135 Street West). The developer will acquire the needed right -of -way for dedication to the City, or they will be required to redesign 1 their street so that there is no encroachment. i 1- i 1 1 1 1 1 Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work 1 City Project No. 330 Rosemount, Minnesota Page 9 WSB Project No. 1563 -00 J ' S. FINANCING 5.1 Estimated Costs Detailed Opinions of Cost can be found in Appendix B of this report. The anticipated construction cost for each phase is provided individually. The Opinions of Cost incorporate anticipated 2004 construction costs and include a 5% contingency factor and all related indirect costs. The indirect costs are estimated at 30% and include legal, engineering, administrative, and financing items. The summary of the project costs is noted as follows: Meadows of Bloomfield Development Total Meadows of Bloomfield Addition, Phase 1 $5,332,600.00 Meadows of Bloomfield Addition, Phase 2 $2,128,000.00 Meadows of Bloomfield Addition, Phase 3 $716,500.00 Total $8,177,100.00 5.2 Funding ' The funding undin for the lateral public improvements will be collected from the developer, Centex Homes. The Storm Sewer, Watermain, and Sanitary Sewer Core Funds will fund construction ' costs associated with the proposed trunk over- sizing. A breakdown of the funding for the project is as follows: ■ Street p Centex Homes will u front the cost of all improvements related to the construction of the Meadows of Bloomfield development with the exception of Connemara Trail west of this tract. This 660 -foot segment of Connemara Trail will be funded by special assessments to the adjoining property owners. ' Storm Sewer: The Storm Sewer Core Fund will fund the costs associated with: over- sizing a portion of the storm sewer due to additional flows from the Mare Pond outlet, the park area and the water tower drain pipe; the Keegan Lake outlet pipe system and the ' Basin No. 1716 infiltration and outlet pipe systems. In addition to this proposed Storm Sewer Core Funding, a credit to the Storm Trunk Area charges will be calculated as part of the subdivision agreement for construction of regional ponding (Basin No. 1716) by the developer. ■ Watermain: Watermain Core Funds will fund the watermain over - sizing on Connemara Trail, through the development and out Autumn Path to County Road 38. ■ Sanitary Sewer: Sanitary Sewer Core Funds will fund the trunk main in Connemara Trail ' and north through the water tower site. Feasibility Report Meadows of Bloomfield Addition - Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 10 WSB Project No. 1563 -00 The proposed funding breakdown is as follows: ' Special Assessments for Connemara Trail east of Biscayne Pointe 5th Addition and the Meadows of Bloomfield are as follows: Phase 1 Phase 2 Phase 3 Total Centex Homes $4,279,350.00 $2,084,110.00 $716,500.00 $7,079,960.00 Watermain Core Fund $177,080.00 $43,890.00 $220,970.00 Sanitary Sewer Core Fund $72,010.00 $72,010.00 Storm Sewer Core Fund $387,950.00 $387,950.00 Special Assessments $342,030.00 $342,030.00 City of Rosemount Park Board $74,180.00 $74,180.00 TOTAL $5,332,600.00 $2,128,000.00 $716,500.00 $8,177,100.00 ' Special Assessments for Connemara Trail east of Biscayne Pointe 5th Addition and the Meadows of Bloomfield are as follows: Assessment costs are pro -rated based on front footage for street, sanitary, storm and watermain. Biscayne Pointe 4 th Addition has no contribution to the sanitary as they receive no benefit. ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 11 WSB Project No. 1563 -00 Total Biscayne Pointe 4th Addition $146,710.00 City of Rosemount $84,410.00 PIN 34- 02110- 020- 50(Flach) $110,910.00 TOTAL $342,030.00 Assessment costs are pro -rated based on front footage for street, sanitary, storm and watermain. Biscayne Pointe 4 th Addition has no contribution to the sanitary as they receive no benefit. ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 11 WSB Project No. 1563 -00 6. PROJECT SCHEDULE The proposed project schedule is as follows: Mead of Bloomfield Phase 1 Street and Utility Improvements and A ppurtenant Work Order Feasibility Report ....................... ............................... .......................October 7, 2003 Receive Feasibility Report/ Order Public Hearing .... ............................... February 3, 2004 Public Hearing / Order Plans and Specifications .......... ............................... March 2, 2004 ' Approve Plans and Specifications /Order Ad for Bids ................................... April 20, 2004 ReceiveBids ................................................................. ............................... May 14, 2004 May 2004 AwardContract ....... ............................... .................... ............................... 18, ' Begin Construction .. .............................. ..................... ............................... May 24, 2004 Substantial Completion.. .................. ............................... ........................October 15, 2004 Final Lift of Bituminous ......... August 15, 2005 The developer, Centex Homes, does not have immediate plans for the construction of Phase 3 at this time. Any delays associated with developer - related decisions will require the extension of the above -noted schedule. Report Feasibility Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Page 2 ' 7. FEASIBILITY AND RECOMMENDATION City Project No. 380 consists of the construction of street, sanitary sewer, watermain, storm sewer, and appurtenant work as necessary to construct the Meadows of Bloomfield Addition, ' Phase 1. The Meadows of Bloomfield Addition, Phases 2 and 3, will be assigned new City project numbers prior to construction. Incorporated into the lateral utility improvements are trunk storm sewer, sanitary sewer, and watermain improvements in accordance with the City of ' Rosemount's Comprehensive Plans. It is the recommendation of WSB & Associates, Inc., that City Project No. 380, along with the subsequent phase(s) of the Meadows of Bloomfield, is feasible, necessary, and cost - effective from an engineering standpoint. We recommend construction of the proposed improvements as detailed in this report. Feasibility Report Meadows of Bloomfield Addition Street and Utility lmprovements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota Page 13 WSB Project No. 1563 -00 e APPENDIX A Figures Feasibilit Report Y P Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 PROJECT SITE CONNEMARA '[ L j � F �` e BLOOMpELQ F'A7j v fi�� -t ; wi � � 1, y � � � � ` ` �� ✓. • f I a ✓ � � � t GSA.H. NO 42 - 0 2000 4000 z n Q L a n WSB Project No. December 23, 2003 4150 OlsonMemonalHighway MEADOWS OF BLOOMFIELD ADDITIONS WSB Suite 300 Street & Utility Construction Minneapolis, MN 55422 and Appurtenant Work FIGURE NO. - 763- 541 -4800 & Mmciatm, Inc. FAX 763- 541 -1700 K ROSEMOUNT, MINNESOTA 1 COUNTY ROAD NO. 38 (135TH STREET WEST) r, -- - - (135TH - WEST) i l BISCAYNE POINTE FUTURE WATE 5TH TOWER ADDITION FUTURE TER TREATM LANT FLACH PROPERTY InKINUZUAP� All' TR 1 I LEGEND: PHASE 1 PHASE 2 0 1000 2000 1 PHASE 3 WSB Project No. December 23, 2003 4150 Olson Memorial Highway MEADOWS OF BLOOMFIELD ADDITIONS WSB Suite 300 Street & Utility onstruction Minneapolis, MN 55422 y and Appurtenant Work FIGURE NO. 763 - 541 -4800 & FAX 763 - 541 -1700 "" ROSEMOUNT, MINNESOTA 2 4150 Olson Memorial Highway n Suite 300 y S Minneapolis, MN 55422 763 -541 -4800 '� do Aeaxfatea, Inc. FAX 763- 541 -1700 2 \ MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA FIGURE NO. 3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ T J N ■ I a M � LL U) ■ W W LL Q I W 5 s 4 e s 2 10 2 14 \ \\ 3 _ 15 1 1 21 O 4 � 4 Q _ z 5 , 1 a I- — 13 2 7 10 II I ` 5 - A - UTILITIES AND 9 4 STREET IMPROVEMENT 4 SEE FIG. 3 I — _ i ' - STORM SEWER 15 - 2 PHASE 1 - -- i - 17 1 12 3y 36 6 I r— ' — � o \ \� 1 X. 13 I 21 6 y `, 14 20 - - Q0 OUR-OT E' 15 IB GA 15 17 \ N OUTLOT A MF�E�' ; G � ^ �vOO PR OS / 24 25 26 2 Y" V 28 7 �- Np JAN 20 21 A� 1 \ / 1D 5 6 \ 4 \ / 2 3 16 `\ OUT-OT B '�'` \ 16 \ 10 tz n , x 0 125 250 LEGEND_ -- -- PROPOSED WATERMAIN PROPOSED STORM SEWER * PROPOSED SANITARY SEWER PROPOSED STREET CONSTRUCTION 36 ESTIMATED STORM SEWER PIPE SIZE PHAS 1 MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23. 2003 FIGURE NO. 4 Z_ 4150 Olson Memorial Highway LL rr SB Suite 300 Minneapolis, MN 55422 o o 763- 541 -4800 "' ro de Asaoci tes, Inc. FAX 763- 541 -1700 MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23. 2003 FIGURE NO. 4 D-- - -----N0 C O MARE POND 6 (135T STREET 0 100 200 LEGEND: - - - PROPOSED WATERMAIN PROPOSED STORM SEWER • - -- PROPOSED SANITARY SEWER PROPOSED STREET CONSTRUCTION 36" ESTIMATED STORM SEWER PIPE SIZE o =` -PHASE 2 12 „ 12 Z MEADOWS OF BLOOMFIELD ADDITIONS WSB Project No December 23, 2003 4150 Olson Memorial Highway Suite 300 Street & Utility Construction n L WSB Minneapolis, MN 55422 and Appurtenant Work FIGURE NO. - 763541 -4600 a g Aasoci tea, Inc. FAX 763- 541 -1700 ROSEMOUNT, MINNESOTA 5 " i i i i i II I I i j l it I l I II I II II I/ i 1 I I I I i I I I I I 2 3 4 N 9 10 11 12 — 12 11 m 3 g \ \\ 14 15 W 8 3 4 / 2 5 6 6 8 9 12 7 10 14 6 4 � 14 15 20 \ `C \ " "fie 19 `- -�� 16 17 \ I/ 21 18" / 14 20 r / 21" OUTLOT E i 1 1S ! 19 / I / C 0 m 18 / N \ / P OUTLOT A \ A 0 100 200 LEGEND: PROPOSED WATERMAIN f-- PROPOSED STORM SEWER }— PROPOSED SANITARY SEWER PROPOSED STREET CONSTRUCTION 36" ESTIMATED STORM SEWER PIPE SIZE PHASE 2 z 4150 Olson Memorial Highway n Suite 300 r r Minneapolis, MN 55422 763- 541 -4800 R Associ tee, Inc. FAX 763- 541 -1700 n � 7 77' 7'w MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOU MINNESOTA WSB Project No December 23, 2003 FIGURE NO. 6 I I ' - �— - -- — -- -- , I III I ouTLoT F I, 35 01 34 22 21 20 19 18 17 16 33 5 il�i I 23 14 _ I - _ I 36 15" 13 0 100 200 32 24 37 4 13 11 12 Cn I1 / iii / 38� 31 25 • a 15 CO \_ 10 30 26 00 39 6 21 5 6 9 29 40 17 10 �� 4 sa • ('f 28 P � 7 V 42 � 11 '� C 19 2 8 7 4� ,- 12 2 7 7 13 20 � / 10 14 \ J a 6 21 9 15 8 16 22 4 7 11 , / 3 �x 2 \ a 6 V \ 2 4 ^�„ 18 3 5 r 4 19 � � LEGEND O1 � 4 m o � -- PROPOSED WATERMAIN 3 20 PROPOSED STORM SEWER 21 PROPOSED SANITARY SEWER \ 2 co 1" 0 PROPOSED STREET CONSTRUCTION \ , 36" ESTIMATED STORM SEWER PIPE SIZE 54` / y PHASE 3 52 53 \, \ \ .. MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23, 2003 FIGURE NO. 7 Z 4150 Olson Memorial Highway n Suite 300 .0 S L rr Minneapolis, MN 55422 o 763- 541 -4800 k Aeaociatm, Inc. FAX 763 -541 -1700 fo 7 77'w 7'w MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23, 2003 FIGURE NO. 7 WSB Project No. December 23, 2003 4150 Olson Memorial Highway MEADOWS OF BLOOMFIELD ADDITIONS WSB Suite 300 Street & Utility onstruction Minneapolis, MN 55422 y 763.54, -0600 and Appurtenant Work FIGURE NO. & FAX 763 - 541 -1700 ROSEMOUNT, MINNESOTA 8 �P 2 �yo 1433 w !3157 ST W 1486 8 s IRA TRL 1752 ND ARTZ T I L T 1465 1770 786 . BIRCH ST TRL 1451 1467 0 1 482 .= 142ND ST W BELFAST CT a 132ND CT W 1521 KEEGAN 1500Q _ St w o LAKE � 1518 pAni PJ0 O 132ND ST W 132ND ST W 1431 578 1540 s_Nq 1544 1530 1545 P POND REp QpS3* R V A §# CT qTy 2471 AUD�aJ WAY a a CONTROL -PER 143RD S I 'N !� SF 6 4 BEECH ST �� A'ALEA w 9 3 HCl < GbL,q.3 j 2 144TH ST STRUCTURE q� ¢ BBERRY CIR f AY WATERSHED AREA MAP a 1568 1533 1560 TRUNK STORM a 746TH ST m 148TH STW 1 552 �� 135TH ST IN f —"TH ST W 0 1 000 2000 . MARE gm POND ° 1680 APO L� 1622 1687 Ponce o o CONNEMARA TRL 5V �� 9 LIFT y I—STATION CDNNEMARA TRL LOWER 138TH ST ` 38TH ST W 1589 - CT 138TH ST UPPER 738TH ST y,, 1 67 1 � -A 139TH STW w w w Y _ w BELVEDERE CT \ \ 1711 r $ N o ° m m m` m m WITH m� STW t ONTROL ,` 1737 I BELMDNTCT a C STRUCTURE � . `u 4150 Olson Memorial Highway Suite 300 u �Q Minneapolis, MN 55422 W Q 763- 541 -4800 dt Aeeociotm, Inc. FAX 763 - 541 -1700 MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23, 2003 FIGURE NO. 9 1770 786 . BIRCH ST TRL j P Y .= 142ND ST W BELFAST CT St AVgL 179`' pp O/J 9E �T pAni PJ0 O 578 9 �P ERICKS ❑N B'LOOMPIE AUGUSTA WAY 142IId STREET W PP'M P POND B �HP N 755 QpS3* R V A §# CT 143RD ST !.43RD ST W LIFT AUD�aJ WAY a a -PER 143RD S I 'N !� SF 6 4 BEECH ST �� A'ALEA w 9 3 HCl < GbL,q.3 j 2 144TH ST q� ¢ BBERRY CIR f AY WATERSHED AREA MAP a ,45TH ST IN 145TH ST W 145TH ST W 145THB.w ' TRUNK STORM a 746TH ST m 148TH STW Y �� SEWER PROGRAM ¢ W F 146TH Srw . `u 4150 Olson Memorial Highway Suite 300 u �Q Minneapolis, MN 55422 W Q 763- 541 -4800 dt Aeeociotm, Inc. FAX 763 - 541 -1700 MEADOWS OF BLOOMFIELD ADDITIONS Street & Utility Construction and Appurtenant Work ROSEMOUNT, MINNESOTA WSB Project No. December 23, 2003 FIGURE NO. 9 APPENDIX B Opinion of Probable Cost Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Meadows of Bloomfield — Phase 1 Opinion of Probable Cost Summary $1,368,149.00 Schedule A Surface Improvements ' Schedule B Sanitary Sewer $305,185.00 Schedule C Watermain $385,195.00 ' Schedule D Raw Water Line from Future Well Site $73,400.00 Schedule E Watermain — Park Area $30,230.00 Schedule F Storm Sewer $1,040,515.00 Schedule G Trunk Storm Sewer — Water Tower Drain $14,768.00 ' Schedule H Trunk Storm Sewer — Keegan Lake Outlet $128,479.50 ' Schedule I Bituminous Access /Maintenance Road to Basin #1716 $21,820.00 Schedule J Bituminous Paths in Public Park Area $40,417.50 ' Trunk Storm Sewer — Mare Pond Outlet to Connemara Schedule K Trail and Park Area to Bacardi Avenue $71,315.00 Schedule L Trunk Sewer — Pond # 1716 Outlet $51,533.50 Schedule M Pond #1716 Infiltration System $74,525.00 SUBTOTAL $3,605,730.00 ' $180, 290.00 + 5 % Contingencies ' SUBTOTAL $3,786,020.00 +30% Indirect Cost $1,135,810.00 Meadows of Bloomfield Addition, Phase 1 Project Total $4,921,800.00 ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 ' Rosemount, Minnesota WSB Project No. 1563 -00 Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase 1 Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN/DOT Specification No Description Unit Estimated Total uanti Q ty Estimated Unit Price Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $67,200.00 $67,200.00 2 2105:501 COMMON EX CU YD 150 $5.00 $750.00 3 2105.522 SELECT GRANULAR BORROW (CV) CU YD 24,600 $6.50 $159,900.00 4 2105.525 TOPSOIL BOR ( LV) CU YD 700 $10.00 $7,000.00 5 2112.501 SUBGRADE PREPARATION ROAD STA 90 $200.00 $17,904.00 6 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 21,450 $10.00 $214,500.00 7 2350.501 TYPE MV 3 WEARING COURSE (C) TON 1,450 $34.00 $49,300.00 8 2350.501 TYPE LV 3 WEARING COURSE (C) TON 3,160 $36.00 $113,760.00 9 2350.502 TYPE MV 3 NON - WEARING COURSE (C) TON 2,900 $33.00 $95,700.00 10 2350.502 TYPE LV 3 NON - WEARING COURSE (C) TON 4,170 $35.00 $145,950.00 11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 2,000 $2.00 $4,000.00 12 2502.541 4" PERF PVC PIPE DRAIN LIN FT 600 $7.50 $4,500.00 13 2521.501 4" CONCRETE WALK SQ FT 27,750 $3.00 $83,250.00 14 2521.501 6" CONCRETE WALK SQ FT 12,500 $3.50 $43,750.00 15 2521.604 2" BITUMINOUS PATH SQ YD 3,500 $10.25 $35,875.00 16 2531.501 CONCRETE CURB & GUTTER, DESIGN B612 LIN FT 660 $7.50 $4,950.00 17 2531.501 CONCRETE CURB & GUTTER, DESIGN B618 LIN FT 7,000 $8.00 $56,000.00 18 2531.501 CONCRETE CU RB & GUTTER, DESIGN MODIFIED S LIN FT 12,250 $8.00 $98,000.00 19 2545.523 4" NON - METALLIC CONDUIT LIN FT 1,550 $6.00 $9,300.00 20 2554.602 PERMANENT BARRICADES (TYPE III) EACH 12 $250.00 $3,000.00 21 2563.601 TRAFFIC CONTROL JUMPSUMI 1 $2,500.00 $2,500.00 22 2564.531 F &I SIGN PANELS TYPE C SQ FT 70 $25.00 $1,750.00 23 2564.602 F &I SIGN PANELS TYPE D EACH 17 $235.00 $3,995.00 24 2564.603 4" SOLID WHITE -PAINT LIN FT 7,000 $0.25 $1, 750.00 25 2564.603 4" DOUBL S OLID LINE YELLOW -PAINT LIN FT 3,500 $0.50 $1,750.00 26 2564.603 4" SOLID WHITE -EPDXY LIN FT 7,000 $0.50 $3,500.00 27 2564.603 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 3,500 $1.00 $3,500.00 28 2564.603 12" SOLID LINE WHITE -PAINT LIN FT 165 $13.00 $2,145.00 29 2564.603 12" SOLID LINE W -EPDXY LIN FT 165 $15.00 $2,475.00 30 2573.501 BALE CHEC EACH 130 $6.50 $845.00 31 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 4 $2.50 $11,250.00 32 2571602 INLET PROTE EA 50 $60.00 $3,000.00 33 34 2575.501 2575.505 1 SEEDING (INCL TO FERT, MULCH, DISC ANCHOR) SODDING TYPE L (INCL. TOPSOIL & FERT.) ACRE SQ YD 10 18,100 $1,000.00 $3.00 $10,000,00 $54,300.00 35 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 400 $2.00 $800.00 36 DIV 2 HAND HOLE EACH 20 $500.00 $10,000.00 37 DIV 2 2" SCADA CONDUIT SYSTEM LIN FT 8,000 $5.00 $40,000.00 SUBTOTAL SCHEDULE A - SURFACE IMPROVEMENTS $1,368,149.00 Feasibility Report ' Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work City Project No. 380 ' Rosemount, MN WSB Project No. 1563 -00 V 01563- 001Feasibilty CostslOpinion of Probable Costs 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Opinion of Probable Cost WSB Project. Meadows of Bloomfeld - Phase 1 Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563-00 Date: 1/29/2004 Item No. MN/DOT Specification No Description Unit Estimated Total Quantity Estimated. Unit Price Estimated Total Cost B. SANITARY SEWER 38 2451.602 GRAN FOUNDATION MATERIAL TON 200 ! $3.00 $ 39 2503.602 CONNECT INTO EXISTIN MANHOLE EACH 1 $500.00 $500.00 40 2503.602 LIFT STATION EACH 1 $50,000.00 $50,000.00 41 2503.602 8" X 4" PVC WYE EACH 39 $65.00 $2,535.00 42 2503.602 8" X 6" PVC WYE EACH 17 $70.00 $1,190.00 43 2503.602 1 X 4" PVC WY EACH 27 $105.00 $2,835.00 44 2503.603 TELEVISIN S ANITARY SEWER LIN FT 6,375 1 $1.00 $6,375.00 45 2503.603 4" PVC PIPE SEWER SDR 26 LIN FT 2,800 $7.50 $21,000.00 46 2503.603 6" PVC PIPE SEWER SDR 26 LIN FT 425 $10.00 $4,250.00 47 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT 4,560 $17.00 $77,520.00 48 2503.603 10" PVC PIPE SEWER SDR 35 LIN FT 885 $20.00 $17,700.00 49 2503.603 12" PVC PIPE SEWER SDR 35 LIN FT 530 $2100 $11,660.00 50 2503.603 12" P V C PIPE SEWER SDR 26 LIN FT 400 $24.00 $9,600.00 51 2503.603 2" HDPE FORCE MAIN PIPE SEWER LIN FT 70 $6.00 $420.00 52 2506.516 CASTING A EACH 30 $400.00 $12,000.00 53 2506.603 CONSTRUCT 8" O DROP LIN FT 30 $200.00 $6,000.00 54 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 540 $150.00 $81,000.00 SUBTOTAL SCHEDULE B - SANITARY SEWER $305,185.00 C. WATERMAIN 2104.523 SALVAGE HYDRANT EACH 1 $375.00 $375.00 56 2504.602 HYDRANT EACH 15 $1,850.00 $27,750.00 F 2504.602 1" CORPORATION STOP EACH 38 $50.00 $1,900.00 2504.602 6" GATE VALVE AND BOX EACH 41 $550. 1 $22,550.00 59 2504.602 8" GATE VALVE AND BOX EACH 18 $800.00 $14,400.00 60 2504.602 116" GATE VALVE AND BOX EACH 8 $3,300.00 $26,400.00 61 2504.602 1" C STOP & BOX EACH 38 $115.00 $4,370.00 62 2504.602 CONNECT TO EXISTING WATERMAIN (16 ") EACH 1 $750.00 $750.00 63 2504.603 1" TYPE K COPPER PIPE LIN FT 1,600 $8.00 $12,800.00 64 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 1,110 $20.00 $22,200.00 65 1 2504.603 8" WATER M AIN - DUCT IRON CL 52 LIN FT 4,650 $18.00 $8 66 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT 3,500 $32.00 $112,0 67 2504.604 14" POLYSTYRENE INSULA SQ YD 100 $20.00 $2,000.00 68 2504.604 DUCTILE IRON FITTINGS POUND 1 27,000 $2.00 1 $54,000.00 SUBTOTAL SCHEDULE C - WATERMAIN $385,195.00 M:101563- =Feasibilty CostslOpinion of Probable Costs ' Feasibility Report Meadows of Bloomfield Addition, Street and Utility Improvements andAppurtenaul Work City Project No. 330 Rosemount, MN ' WSB Project No. 1563 -00 M:101563- =Feasibilty CostslOpinion of Probable Costs Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase 1 Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item MN/DOT Estimated Estimated Estimated No, Specification Description Unit Total Unit Price Total Cost ' No. WSB Project No. 1563 -00 Quantity D. RAW WATER LINE FROM FUTURE WELL SITE 69 2104.523 CL EAN - MANHOLE EACH 1 $2,500.00 $2,500.00 70 2504.602 BL - OFF MANHOLE EACH 1 $2,500.00 $2,500.00 71 2504.604 DUCTILE IRON FITTINGS POUND 5,500 $2.00 $11,000.00 72 2504.603 12" WATERMAIN-DUCT IRON CL 52 LIN FT 2,050 $28.00 $57,400.00 SUBTOTAL SCHEDULE D - RAW WATER LINE FROM FUTURE WELL SITE $73,400.00 E. WATERMAIN - PARK AREA 73 2504.602 HYDRANT EACH 2 $1,850.00 $3,700.00 74 2504.602 1.5" CORPORATION S EACH 6 $175.00 $ 75 2504.602 6" GATE VALVE AND BOX EACH 2 $550.00 $1,100.00 76 2504.602 8" GATE VALVE AND BOX EACH 1 $800.00 $800.00 77 2504.602 1.5" CURB STOP AND B OX EACH 6 $250.00 $1,500.00 78 2504.603 1.5" TYPE K COPPER PIPE LIN FT 120 $14.00 $1,680.00 79 2504.603 6" WATER MAIN-DUCT IR CL 52 LIN FT 330 $20.00 $6,600.00 80 2504.603 8" WATER MAIN IRON CL 52 LIN FT 600 $18.00 $10,800.00 81 2504.604 DUCTILE IRON FITTINGS POUND 1,500 $2.00 $3,000.00 SUBTOTAL SCHEDULE E - WATERMAM - PARK AREA $30,230.00 M: 101563- OMFeasibiky CostslOpinion of Probable Costs Feasibility Report ' Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, MN WSB Project No. 1563 -00 M: 101563- OMFeasibiky CostslOpinion of Probable Costs Fe Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase 1 Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN /DOT Specification No Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost F. STORM SEWER 82 2451.602 1 GRANULAR FOUNDATION MATERIAL TON 1 250 $3.00 1 $750.00 83 2501.515 15" RC PIPE APRON EACH 1 $450.00 $450.00 2501.515 30" RC PIPE APRON EACH 1 $750.00 $750.00 F 85 84 2501.515 36" RC PIPE APRON EACH 2 $3,000.00 $6,000.00 86 2501.602 142" RC PIPE APRON W/ SHEET PILING EACH 2 $4,000.00 $8,000.00 87 2501.602 60" RC PIPE APRON W/ SHEET PILING EACH 1 $5,500.00 $5,500.00 88� 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 1 $250.00 $ 89 2501.602 TRASH GUARD FOR 30" PIPE APRON EACH 1 $350.00 $350.00 90 602 TRASH GUARD FOR 36" PIPE APRON EACH 2 $950.00 $1,900.00 91 2 ;TRASH GUARD FOR 42" PIPE APRON EACH 2 $1,500.00 $3,000.00 92 2 501.602 !TRASH GU FOR 60" PIPE APRON EACH 1 $3,000.00 $3,000.00 93 2503.541 15" PIPE SEWER DESIGN 3006 CL V LIN FT 5,500 $22.50 $123,750.00 94 2501541 j 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 1,300 $24.00 $31,200.00 95 2503.541 21" RC PIPE SEWER DESIGN 3006 C L III LIN FT 915 $26.00 $23,790.00 96 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 1,600 $28.00 $44,800.00 97 2503.541 127" RC PIPE SEWER DESIGN 3006 CL III LIN FT 300 $33.00 $9,900.00 98 2503 .541 3 0" RC PIPE SEWER DESIGN 3006 CL III LIN FT 225 $37.50 $8,437.50 99 2501541 i 133" RC PIPE SEWER DESIGN 3006 CL III LIN FT 120 $47.50 $5,700.00 100 2503.541 136" RC PIPE SEWER DESIGN 3006 CL III LIN FT 600 $60.00 $36,000.00 101 2503.541 ;42" RC PIPE SEWER DESIGN 3006 CL III LIN FT 1,220 $75.00 $91,500.00 102 2503 .541 48" RC PIPE SEWER DESIGN 3006 CL III LIN FT 600 $90.00 $54,000.00 103 2503.541 i i54" RC PIPE SEWER DESIGN 3006 CL III LIN FT 1,100 $140.00 $ 104 2 503.541 60" RC PIPE SEWER DESIGN 3006 CL III LIN FT 50 $200.00 $10,000.00 105 2506.501 CONSTRUCT D S DES 48 -4020 LIN FT 330 $150.00 $49,500.00 106 2506.501 CO NSTRUCT DRAINAGE STRUC DES 60 -4020 LIN FT 80 $225.00 $18,000.00 107 2506501 .CONSTRUCT DRAINAGE STRUCTURE DES 664020 LIN FT 80 $245.00 $19,600.00 108 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 LIN FT 8 $260.00 $2,080.00 109 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 78 -4020 LIN FT 72 $420.00 $30,240.00 110 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 84 -4020 LIN FT 110 $500.00 $55,000.00 111 2506,501 CONSTRUCT DRAINA S TRUCTURE DES 96 -4020 LIN FT 60 $656.00 $39,360.00 112 2506 'CO NSTRUCT D RAINAGE S TRUCTURE DES 102 -4020 LIN FT 12 $900.00 $10,800.00 113 2506.501 CON DRAINAGE STRUCTURE DES 108 -4020 LIN FT 20 $900.00 $18,000.00 114 2506.501 'CONSTRUCT DRAINA STRUCTURE DES G LIN FT 6, $975.00 $5, 115 2506.501 ;CONSTR DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' CB EACH 45 $1,200.00 $54,000.00 116 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 2 PO ND C SKIMMER/OU CON TROL EACH 8 $7,500.00 $60,000.0 117 2506.516 CAST AS SEMBLY EA 100 $450.00 $ 45, 0 00.0 0 118 2511.5 RANDO RIPRAP CL IV CU YD 135 $70.00 $ 9, 4 50.0 0 116 2511.515 _ GEOTEXTILE FABRIC TYPE IV SQ YD 203 $3.00 $607.50 SUBTOTAL SCHEDULE F- STORM SEWER $1,040,515.00 Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Bork City Project No. 380 ' Rosemount, MN WSB Project No. 1 563 -00 WO CostslOpinion of Probable Costs Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase I Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN/DOT Specification No Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost G. TRUNK STORM SEWER - WATER TOWER DRAIN 11 118 1 2503.541 2506.50.501 18" RC PIPE SEWER DESIGN 3006 CL III ' CONSTRUCT DRAINAGE STRUCTURE DES 48 -4020 LIN FT LIN FT 407 24 $24.00 $150.00 $9,768.00 $3,600.00 119 2506.516 CASTING ASSEMBLY EACH 2 $450,OOJ $900.00 120 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0 $1,000.00 $300.00 121 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 $200.00 SUBTOTAL SCHEDULE G - TRUNK STORM SEWER $14,768.00 H. TRUNK STORM SEWER - KEEGAN LAKE OUTLET 122 , 2104.501 R SEWER PIPE (STORM) LIN FT 52 $8.00 $416.00 123 25 01:602 3 6" R PIPE APRO W/ S HEET PILING EACH 1 $3,325.00 $3,325.00 124 2501.602 - TRASH GUARD FOR 36" PIPE APRON EACH 1 $1,100.00 $1,100.00 r i 125 2503.541 136" RC PIPE S EWER DESIGN 3006 CL V LIN FT 220 $85.00 $18,700.00 126 2501541 36" R PIPE SEWER DESIGN 3006 CL 4000 #D LIN FT 300 $110.00 $33,000.00 127 2503.541. 36" RC PIPE SEWER DESIGN 3006 CL 4000 #D (JACKED) LIN FT 100 $600.00 $60,000.00 128 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $500.00 $500.00 129 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 60 -4020 LIN FT 19 $225.00 $4,275.00 130 ! 2506.503 RECONSTRUCT DRAINAGE S LIN FT 12 $225.00. $2,700.00 131 2506.516 CASTING ASSEMBLY EACH 2 $450.00 $900.00 132 2506.602 CONNECT INTO DRAINAGE STRUCTURE EACH 1 $750.00 $750.00 133 j 2511.501 RANDOM RIPRAP CL IV CU YD 18 $70.00 i ' $1,281.00 134 2511.515 iG FABRIC TYPE IV SQ YD 28 $3.00 $82.50 135 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 100 $2.50 $250.00 136 2575.501 SEEDING ( TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1 $1,000.00 $500.00 137 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 350 $2.00 - $700.00 SUBTOTAL SCHEDULE H - TRUNK STORM SEWER $128,479.50 I. BITUMINOUS ACCESS/MAINTANENCE ROAD TO BASIN #1716 138 2105.522 SELECT GRANULAR BORROW (CV) CU YD 470 $6.50 $3,055.00 139 2112.501 SU B G RADE PREPARATION ROAD STA 7 $200.00 $1,300.00 140 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 460 $10.00 $4,600.00 141 ! 2350.501 T LV 3 WEARING COURSE (C) TON 135 $36.00 $4,860.00 142 2350.502 TYPE LV 3 NON WEARIN COURSE TON 135 $35.00 $4,725.00 143 2357.502 BITUMINOUS MATERIAL FOR TACK COAT I GALLON 65 $2.00 $130.00 144 25715)C 2 SILT FENCE, TYPE HEAVY DUTY LIN FT 400 1 $2.50 $1,000.00 1 5 146 2 575. 501 -} S EEDING 2575.505 (IN CL TO FERT, MULCH, DISC ANCHOR) SODDING TYPE LAWN (INCL. TOPSOIL & FERT.) ACRE SQ YD 0 600 $1,000.00 $3.00 ! $350.00 $1,800.00 SUBTOTAL SCHEDULE I. - BITUMINOUS ACCESS /MAINTANENCE ROAD TO BASIN #1716 $21,820.00 Feasibility Report Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work City Project No. 380 ' Rosemount, MN WSB Project No. 1563 -00 M: 01563- 00IFeasibilty CostslOpinion of Probable Costs Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase I Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date. 1/29/2004 Item No. MN /DOT Specification No Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost J. BITUMINOUS PATHS IN PUBLIC PARK AREA 147 2521.604 2" BITUMINOUS PATH SO YD 2,370 $10,25 $24,292.50 148 1 2540.601 BASKETBALL COURT (COMPLETE IN- PLACE) LUMP SUM 1 $ t k r 00.00 $10 149 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 750 $2.50 1 $1,875.00 15 575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1 $1,000.00 $650.00 150 j 2575.505 ISODDfNG TYPE LAWN (INCL. TOPSOIL & FERT.) SO YD 1,200 $100 $3,600.00 SUBTOTAL SCHEDULE J - BITUMINOUS PATHS IN PUBLIC PARK AREA $40,417.50 K. TRUNK STORM SEVER - MARE POND OUTLET TO CONNEMARA TRAIL AND PARK AREA TO BACARDI AVENUE 151 2501.515 152 2501.602 18" RC PIPE APRON 1 TR G UARD F 18" PIPE APRON EACH EACH 1 1 $500.00 $300.00 $500.00 $300.00 153 ! 25 0.54 5" RC PIPE SEW ER DESIGN 3006 CL V LIN FT 330 $22.50 $7,4 154 2503.541 118" RC PIPE SEWER DESIGN 3006 CL 111 LIN FT 580 $24.00 $ 1 55 2503.541 21" RC PI PE SEWER DESIGN 3006 CL III LIN FT 545 $26.00 $14,170.00 156 2503.541 i24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 200 $28.00 $5,600.00 157 2506501 CONSTRUCT DRAINAGE STRUCTURE DES 48 -4020 LIN FT 52 $150.00 $7,800.00 158 2 5065 CONSTRUC DRAINAGE STRUC DES 60 -4020 LIN FT 8 $225.00 $1,800.00 — 159 2506.501 CONSTRUCT DRAINAGE STRUCTURE G �- EACH 2 $975.00 $1,950.00 160 2506.501, CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 3 MARE POND OUTLET CONTROL STRUCTURE EACH ] $10,000.00 $10,000.0 161 2506.516 CASTING ASSEMBLY EACH 7 $450.00 $3,150.00 162 j 2573.502 1 SILT FENCE, T H EAVY DUTY LIN FT 1 $2.50 $3,000.00 163 I 9 2575.501 SEEDIN (INC TOPS FERT, MULCH, DIS ANCHOR) ACRE 2 $1,000.00 $1,500.00 164 1 2575.523 i EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 1 $200.00 SUBTOTAL SCHEDULE K - TRUNK STORM SEWER $71,315.00 M: 101563- 00kFeasibilty CostslOpinion of Probable Costs Feasibility Report ' Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, MN WSB Project No. 1563 -00 M: 101563- 00kFeasibilty CostslOpinion of Probable Costs 1 Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase 1 Design By: JDH Project Location: City of Rosemount Checked By: City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item NO' MN /DOT Specification No. Description Unit, Estimated Total Quantity Estimated Unit Price Estimated Total Cost L. TRUNK STORM SEWER - POND # 1716 OUTLET 165 2501.515 2 4" RC PIPE APRON EACH 1 $750.00 $750.00 166 2501.515 36" RC PIPE APRON W/ S HEET PILING EACH 1 $3,325.00 $3,3 167 2501.602 !TRASH GUARD FOR 24" PIPE APRON EACH 1 $350.00 $350.00 168 2501.602 (TRASH GUARD FOR 36" PIPE APRON EACH 1 $1,100.00 $1,100.00 169 2503.541 124" RC PIPE SEWER DESIGN 3006 CL III LIN FT 250 $22.50 $5,625.00 170 2503.541 36" RC PIPE SEWER DESIGN 3006 CL III LIN FT 200 $24.00 $4,800.00 171 2503.541 36" RC PIPE SEWER DESIGN 3006 CL V (JACKED) LIN FT 120 $26.00 $ 3,120.00 172 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 2 j POND #1716 OUTLET CONTROL STRUCTURE EACH 1 $30,000.00 $30,000.0 173 2511.501 (RANDOM RIPRAP CL IV CU YD 18 $70.00 $1,281.00 174 2511.515 1GEOTEXTILE FABRIC TYPE IV SQ YD 28 $3.00 $82.50 175 2573.5 S ILT F TYPE HEAVY DUTY LIN FT 200 $2.50 $500.00 176 2575.501 SEEDING (INCL TOPSOIL, F M DISC AN ACRE 1 $1,000.00 $500.00 177 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 50 1 $2.00 1 $100.00 SUBTOTAL SCHEDULE L - TRUNK STORM SEWER $51,533.50 M. POND # 1716 INFILTRATION SYSTEM 178 2150.604 G EOTEXTILE FABRI TYPE I SQ YD 3 $3.50 $10,850.00 179 451.60 11 -1/2" - 2 -1/2" CL FILTER AGG RE G ATE CU YD 1,500 $15.00 $22,500.00 180 2501.515 18" RC PIPE APRO EACH 4 $350.00 $1,400.00 181 2501.515 12" RC PIPE A PR O N EACH 1 $350.00 $350.00 182 2501.602 TRASH GUARD FOR 8" PIPE APRON EACH 4 $250.00 $ 183 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 $250.00 $250.00 184 2502.521 8" PVC PIPE DRAIN LIN FT 950 $12.00 $11,400.00 185 2502.521 112" PVC PIPE DRAIN LIN FT 200 $15.00 $3,000.00 186 2506.501 CON DRAINAGE STRUCTURE DES 48 -4020 LIN FT 37 $150.00 $5,475.0 187 2506.516 CASTING AS EACH 5 $450.00 $2,250.00 188 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 5 $1,250.00 $ 189 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 5,000 $2.00 $10,000.00 M. POND # 1716 OUTLET INFILTRATION SYSTEM $74,725.00 Meadows of Bloomfield Addition, Phase 1 Project Subtotal $3,605,730.00 + 5% Contingencies $180,290.00 Subtotal $3,786,020.00 + 30% Indirect Cost $1,135,810.00 Meadows of Bloomfield Addition, Phase 1 Project Total $4,921,800.00 t Feasibility Report ' Meadows of Bloomfield Addition, Street and Utility Improvements and Appurtenant Work City Project No. 330 ' Rosemount, MN WSB Project No. 1563 -00 W01563- OMFeasibilty CostslOpinion of Probable Costs Meadows of Bloomfield — Phase 2 Opinion of Probable Cost Summary Schedule A Surface Improvements $707,777.50 Schedule B Sanitary Sewer $213,635.00 Schedule C Watermain $299,670.00 Schedule D Raw Water Line from Future Well Site $35,42000 Schedule E Storm Sewer 302,478.00 SUBTOTAL $1,558,980.00 o + 5% Contingencies $77,950.00 SUBTOTAL $1,636,930.00 + 30% Indirect Cost $491,080.00 Meadows of Bloomfield Addition, Phase 2 Project Total $2,128,000.00 Report Feasibility Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 i Opinion of Probable Cost ,jam ,Y..Ekz WSB Project: Meadows of Bloomfeld - Phase 2 Design By: JDH Project Location: City of Rosemount Checked By: KK City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN OT Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost A. SURFACE IMPROVEMENTS 1 1 2021.501 MOBILIZATION LUMP SUM 1 $30,600.00 $30,600.00 2 2104.501 REMOVE CURB AN GU TTER LIN FT 70 1 $5.00 $350.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 30 1 $2.50 $75.00 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 130 1 $3.50 $455.00 5 2105.501 COMMON EXC CU YD 150 1 $5.00 $750.00 6 2105.522 SELECT GRANULAR BORROW (CV) CU YD 13,800 $6.50 $89,700.00 7 2105.525 TOPSOIL BORROW (LV) CU YD 700 $10.00 $7,000.00 8 I 2112.501 SUBGRADE PREPARATION ROAD STA 55 $200.00 $10,900.00 9 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 11,650 $10.00 $116,500.00 10 2350.501 TYPE LV 3 WEARING COURSE (C) TON 2,400 $36.00 $86,400.00 11 2350.502 TYPE LV 3 N WEARING COURSE TON 3,220 $35.00 $ 112,700.0 0 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 1,350 $2.00 $2,700.00 13 2502.541 4" PERF PVC P IPE DRAIN LIN FT 200 I $7.50 $1,500.00 14 252L501 4" CONCRETE WALK SQ FT 5,225 $3.00 $15,675.00 15 2521.501 6" CON WALK SQ FT 21,950 $3.50 $76,825.00 16 2531.501 CONCRETE CURB & GU TTE R, DES B618 LIN FT 2,100 $8.00 $16,800.00 17 2531.501 CONCRETE CURB & GU TTER, DESIGN MODIFIED S LIN FT 9,100 $8.00 $72,800.00 18 2545.523 4" NON - METALLI CO NDUIT LIN FT 600 $6.00 $3,600.00 19 2554.602 PERMANENT BARRICADES (TYPE III) EACH 4 $250.00 $1,000.00 20 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2,500.00 21 2564.531 F &I SIGN PANELS TYPE C SQ FT 38 $25.00 $950.00 22 2564.602 F &I SIGN PANELS TYP D EACH 16 $235.00 $3,760.00 23 2564.603 4" SOLID WHITE -PAINT LIN FT 2,100 $0.25 $525.00 _ 2564.603 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT 1,050 $0.50 $525.00 25 ! 2564.603 4" SOLID WHITE -EPDXY LIN FT 2,100 $0.50 $1,050.00 26 1 2564.603 4" DOUBLE SOLID LIN YE LLOW -EPDXY LIN FT 1,050 $1.00 $1,050.00 27 2564.603 12" SOLID LINE WHITE - - LIN LIN FT 100 $13.00. $1,300.00 28 2564.603 12" SOLID LINE WHITE - EP FT 100 $1 5.00 $1,500.00 - 29 r 2573.501 BALE CHECK - -- EACH 75 $487.50 30 31 32 2 2573.603 SILT F TYPE HEAVY DUTY INLET PROTECTION !S EEDING (INCL TOPSOIL, FER T, MULCH, DISC ANCHOR)_ LIN FT EACH ACRE x_ $6.50 3,000 50 7 $2.50 $ AO I $1,000.00 $7,500.00 $3,000.00 $7,000.00 33 _2 575.501 2575.505 SODDING TYPE LAWN (INCL. T & FERT.) SQ YD 10,000 $3.(1 j $30,000.00 34 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 150 $2.00 $300.00 SUBTOTAL SCHEDULE A - SURFACE IMPROVEMENTS $707,777.50 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No: 364 Rosemount, MN WSB Project No. 2012 -50 M:12012- 501ExceA0pinion of Probable CostslPhase 2 t I 1 1 1 1 Opinion of Probable Cost a WSB Project: Meadows of Bloomfeld - Phase 2 Design By: JDH Project Location: City of Rosemount Checked By: KK City Project No.: 380 ' WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost B. SANITARY SEWER 35 2451.602 1 GRAN FOUNDATION MATERIAL TON 200 $3.00 1 $600.00 36 2503.603 CO NNECT TO EXISTING SANITARY SEWER EACH 5 $750.00 $ 37 2503.602 8" X 4" PVC WYE EACH 101 $ 65.0 0 ( $6,565.00 38 2503.602 8" X 6" PVC WYE EACH 101 $70.00 $7,070.00 39 2503.603 TELEVISING SANITARY SEWER LIN FT 2,500 $1.00 $ 2,500.00 40 2503.603 4" PVC PIPE SEWER SDR 26 LIN FT 4,100 $7.50 $30,750.00 _41 2503.603 1 6 "' PVC PIPE SEWER SD 26 _ LI F T 150 $10.00 $1,500.00 42 2503.603 I8" PVC PIPE SEWER SDR 35 LIN FT 5,200 $17.00 $88,400.00 43 2506.516 CASTING ASSEMBLY EACH 32 $400.00 $12,800.00 44 2506.603 CONST 8" OUTSID DR LIN FT 6 $200.00 $1,200.00 45 2506.603 CONST 48" DIA SAN SEWER MANHOLE { LIN FT 390 $150.00 1 $58,500.00 SUBTOTAL SCHEDULE B - SANITARY SEWER $213,635.00 C. WATERMAIN 46 2504.602 H YDRANT EACH 17 $1,850.00 $31,450.00 47 1 2504.602 1" C STOP EACH 68 $50.00 $3,400.00 48 2504.602 16" GAT VALVE AND BOX EACH 39 $5 $21,450.00 4 2504.602 1 8" GATE V AND BOX EACH 13 $800.00 $10,400.00 50 2504.602 16" GATE VALVE AND BOX EACH 1 $3,300.00 $3,300.00 51 2504.602 1" CURB S TOP & BOX EACH 68 F $115.00 $7,820.00 52 2504.602 CONNECT TO EXISTING WATERMAIN (8 ") EACH 8 $500.00 $4,000.00 53 2504.602 C O NN E C T TO EXISTING WATERMAIN (16 ") EACH 1 $750.00 $750.00 54 2504.603 I" TYPE K COPPER PIPE LIN FT 3,000 $8.00 $24,000.00 55 2504.603 6" WAT MAIN -DU I CL 52 LIN FT 1,000 $20.00 $ 2 0,0 00.00 56 2504.603 8" WATER MAIN-DUCT IRON CL 52 LIN FT 5,800 $18.00 $104,400.00 57 2504.603 1 16" WATER MAIN-DUCT IRON CL 52 LIN FT 1,100 $32.00 $35,200.00 58 2504.604 4" POLYSTYRENE INSULATION i SQ YD 100 $20.00 $2,000.00 59 2504.604 DUCTILE IRON FITTINGS 1 POUND 15,750 $2.00 $31,500.00 SUBTOTAL - SCHEDULE C - WATERMAIN $299,670.00 D. RAW WATER LINE FROM FUTURE WELL SITE 60 61 2504.602 2504.604 jDUCTILE BLOW -OFF MANHOLE IR FITTINGS EACH POUND 1 1,760 $2,500.0 j $2,500.00 $2.00 1 $3,520.00 62 1 2504.603 12" WATERMAIN-DUCT IRON CL 52 LIN FT 1,050 $28.00 1 $29,400.00 SUBTOTAL SCHEDULE D - RAW WATER LINE FROM FUTURE WELL SITE $35,420.00 Feasibility Report Bloomfield 5th - 81h Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Project No. 2012 -50 M:12012- 501ExceA0pinion of Probable CostsFhase 2 Opinion of Probable Cost WSB Project: Meadows of Bloomfield - Phase 2 Design By: JDH Project Location: City of Rosemount Checked By.- KK City Project No.: 3 80 WSB Project No: 1563 -00 Date: 1/29/2004 MN /DOT Estimated Item Estimated Total Specification Description Unit Total Unit Price No. No. Quantity Cost E. STORM SEWER 60 2451.602 GRANULAR FOUNDATION MATERIAL TON 100 $3.00 $300.00 61 2501.515 115" RC PIPE APRON EACH 3 $450.00 $1,350.00 62 2501.602 124" RC PIP APR EACH 2 $2,750.00 $5,500.00 63 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 3 $350.00 $1,050.00 64 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH 2 - $575.00 $1,150.00 65 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 3,810 $2 $ 85,7 2 5.00 66 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 525 $24.00 $12,600.00 67 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT 975 $26.00 $25,350.00 68 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 540 $28.00 $15,120.00 69 ; 2503.541 27" R PIPE SEWER DESIGN 3006 CL III LIN FT 270 $35.00 $9,450.00 70 2503.541 36" RC PIPE SEWER DESIGN 3006 CL III LIN FT 310 $60.00 $18,600.00 71 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48 -4020 LIN FT 255 $150.00 $38,250.00 72 2506.501 ! CONSTRUCT DRAINAGE STRUCTURE DES 60 -4020 LIN FT 55 $225.00 $12,375.00 73 j 2506.501 CONSTR DRAINAGE STRUCTURE DES 66 -4020 F LIN FT 26 $275.00 $7,150.00 74 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 72 -4020 LIN FT 7 $325.00 $2,275.00 75 2506.501 CONSTRU DRAIN STRUCTURE DES G LIN FT 6 $975.00 $5,850.00 76 2506.501 CONSTR DRAINAGE STRUCTURE DES SPECIAL 1 (TxY CB) EACH 20 $1,200.00 $24,000.00 CONSTRUCT DRAINAGE STRUCTURE SPECIAL 6 77 2506.502 EACH 1 $7,500.00 $7,500.00 OUTLET CONTROL STRUCTURE - NE COR POND 78 2506.516 CASTING ASSEMBLY EACH 52 $450.00 $23,400.00 79 2506.602 CON IN TO EXISTING STORM SEWER EACH 4 $550.00 $2,200.00 80 '2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 1 $750.00 $750.00 81 2511.501 R RIPRAP CL IV CU YD 34 $70.00 $2,380.00 82 2511.515 GEOTEXTILE FABRIC TYPE IV SQ YD 51 $3.00 $153.00 SUBTOTAL SCHEDULE E - STORM SEWER $302,478.00 Meadows of Bloomfield Addition, Phase 2 Project Subtotal $1,558,980.00 + 5% Contingencies $77,950.00 Subtotal $1,636,930.00 + 30% Indirect Cost $491,080.00 Meadows of Bloomfield Addition, Phase 2 Project Total $2,128,000.00 Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Project No. 2012 -50 M:12012- 501ExceA0pinion of Probable CosWPhase 2 1 i 1 1 1 Meadows of Bloomfield — Phase 3 ' Opinion of Probable Cost Summary 1 Schedule A Surface Improvements $262,874.00 $83,645.00 S B Sanitary y Sewer 1 Schedule C Watermain - $99,855.00 Schedule D Storm Sewer $78,525.00 1 SUBTOTAL $524,900.00 1 + 5 %o Contingencies $26,250.00 1 SUBTOTAL $551,150.00 + 30% Indirect Costs $165,350.00 Addition, Phase 3 Project eadows of Bloomfield Addi , Total � $716,500.00 1 i 1 1 i Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work 1 City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase 3 Design By: JDH Project Location: City of Rosemount Checked By: KK City Project No.: 380 WSB Project No: 1563 -00 Dater 1/29/2004 Item No. MN /DOT I Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 2 2104.501 MO BILIZATION REMOVE CURB AND GUTTER LUMPSUM LIN FT 1 40 $10,300.00 $5.00 $10,300.00 $200.00 3 2104.501 REMOVE BIUMINOUS PAVEMENT SQ YD 20 $2.50 $50.00 4 2104.513 SAWIN BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 60 $3.50 $210.00 5 2105.501 COMMO E X C AVATION CU YD 150 $5.00 $750.00 6 2105.522 SELECT GR ANULAR BORROW (CV) CU YD 6,100 $6.50 $39,650.00 7 2105.525 !TO BORROW (LV) CU YD 700 $10.00 $7,000.00 8 1 2112.501 SUBGRAD P REPARATION ROAD STA 21 $200.00 $4,200.00 9 2211.501 -- !AGGREGATE BASE CLASS 5 (100% CRUSHED) - i TON 3,100 $10.00 $31,000.00 10 2350.501 (TYPE LV 3 WEARI C OURSE (C) TON 950 $36.00 $34,200.00 I 1 2350.502 TYPE LV 3 NON WEARING COURSE TON 950 $35.00 $33,250.00 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 430 $2.00 $860.00 13 2502.541 i4" PE RF PVC PIPE DRAIN LIN FT 100 $7.50 $750.00 14 1 2521.501 6" CONCRETE WALK SQ FT 9,250 $3.50 $32,375.00 15 ' 2531.501 tCONCRETE CURB & GUTTER, DESIGN MODIFIED S LIN FT 4,500 $ $36,000.00 16 2545.523 4" NON- METALLI C ONDUIT LIN FT 150 $6.00 $900.00 17 2563.601 TRAFFI CONTR LUMPSUM 1 $2,500.00 $2,500.00 18 2564.531 F &I SIGN PANELS TYPE C SQ FT 19 $25.00 $475.00 19 2564.602 F &I SIGN PANELS TYPE D EACH 6 $250.00 $1,500.00 20 2564.603 12" SOLID LINE WHITE -PAINT LIN FT 48 $13.00 $624.00 21 2564.603 12" SOLID LINE WHITE -POLY PREFORMED LIN FT 48 $15.00 $720.00 22 2573.501 BALE CHECK EACH 40 $6.50 $260.00 23 2573.502 I S ILT FENCE, TYPE HEAVY DUTY LIN FT 200 $2.50 $500.00 24 2573.602 INL PR EACH 25 $60.00 $1,500.00 25 2575.5 SEEDING( 4CL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 4 $1,000.00 $4,000.00 26 2575.505 SODDING TYP L AWN (INCL. TOPSOIL & FERT.) SQ YD 3,700 $3.00 $11,100.00 27 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 4,000 ( $2.00 $8,000.00 SUBTOTAL SCHEDULE A - SURFACE IMPROVEMENTS $262,874.00 B. SANITARY SEWER 28 i 2451. ! FOUN MATERIAL TON 200 $3.00 $600.00 29 2503.6 ,CONNECT TO EXI SANITARY SEWER EACH 2 $750.00 $1,500.00 30 2503.602 8" X 4" PV W YE EACH 47 $65.00 $3,055.00 31 2503.603 TELEVISI S ANITARY SEWER LIN FT 2,030 $1.00 $2,030.00 3 2 2503.603 4" PVC PIP SEW ER SDR 26 LIN FT 1,900 $7.50 $14,250.00 33 2503.6 8" PVC PI SEWE SDR 26 _ LIN FT 2,030 $17.00 $34,510.00 34 2506.5 CASTING ASSEMB EACH 13 $400.00 $5,200.00 35 2506603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 150 $150.001 $22,500.00 SUBTOTAL SHEDULE B - SANITARY SEWER $83,645.00 Feasibility Report Bloomfield 5th - 8111 Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 Rosemount, MN WSB Project No. 2012 -50 M: 12012- 500xcellOpinion of Probable CostslPhase 3 Opinion of Probable Cost .., WSB Project: Meadows of Bloomfeld - Phase 3 Design By; JDH Project Location: City of Rosemount Checked By: KK City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN /DOT I Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost C. WATERMAIN 36 2504.602 'HYDRANT EACH 7 $1, 850.001 $ 37 2504.602 1" CORPORATION STO EACH 47 $50.00 ! $2, 38 2504.602 6" G ATE VA AND BOX EACH 7 $550.00 $3,850.00 39 2504.602 i 8" GAT V A L VE AND BOX EACH 4 $800.00 $3,200.00 40 2504.602 11 " CURB STOP & BOX EACH 47 $115.00 $5,405.00 41 2504.602 CONNECT TO EXISTING WATERMAIN (8 ") EACH 2 $500.00 $1,000.00 42 2504.603 1" TYPE K C OPPER PIPE LIN FT 1,800 $8.00 $14,400.00 43 2504.603 6" WATER MAIN -DUCT IRON CL 52 1 LIN FT 125 $20.00 $2,500.00 44 2504.603 1 8" WATE M AIN -DUCT IRON CL 52 LIN FT 2,500 $18.00 $45,000.00 45 2504.604 4" POL INSULATION SQ YD 100 $20.00 $2,000.00 46 1 2504.604 DUCTILE IRON FITTINGS POUND 3,600 $2.00 $7,200.00 SUBTOTAL SCHEDULE C - WATERMAIN $99,855.00 D. STORM SEWER 47 2451.602 GR FOUNDATION MATERIAL TON 100 $3.00 $300.00 48 2503.541 �15' RC PIPE SEWER DESIGN 3006 CL V LIN FT 940 $22.50 1 $21,150.00 49 2503.541 18" RC PI S EWER DESIGN 3006 CL III LIN FT 500 $24.00 $12,000.00 50 2501541 21" R PIPE SEWER DESIGN 3006 CL III LIN FT 400 $26.00 $10,400.00 51 2506.501 jCONSTRUCT DRAINAGE STRUCTURE DES 48 -4020 LIN FT 90 $150.00 $1 3,50 0. 00 52 2506.501 .CONSTRUCT DRAINAGE STRUCTURE DES 60 -4020 LIN FT 7 $225.00 $1,575.00 53 2506.501 ;CON STRUCT DRAINAG STRUCTURE DES G LIN FT 2 $975.00 $1,950.00 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' CB ) EACH 8 $1,200.00 $9,600.00 55 2506.516 CAST ASS EMBLY EACH 15 $450.00 $6,750.00 56 2506.602 CONNECT TO EXISTING STORM SEWER EACH 1 $550.00 $550.00 57 2506.602 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 1 $750.00 $750.00 SUBTOTAL SCHEDULED- STORM SEWER $78,525.00 Meadows of Bloomfield Addition, Phase 3 Project Subtotal $524,900.00 + 5% Contingencies $26,250.00 Subtotal $551,150.00 + 30% Indirect Cost $165,350.00 Meadows of Bloomfield Addition, Phase 3 Project Total $716,500.00 M12012- 501Excel10pinion of Probable CostslPhase 3 ' Feasibility Report Bloomfield 5th - 8th Additions Street and Utility Improvements and Appurtenant Work City Project No. 364 ' Rosemount, MN WSB Project No. 2012 -50 M12012- 501Excel10pinion of Probable CostslPhase 3 w Meadows of Bloomfield - Phase 1 (Connemara Trail from Biscayne Pointe 5 th Addition to Meadows of Bloomfield) Opinion of Probable Cost Summary Schedule A Surface Improvements $155,290.00 Schedule B Sanitary Sewer $9,320.50 $50,360.00 Schedule C Trunk Sanitary Y Sewer t Schedule D Trunk Watermain $61,310.00 ' Schedule E Storm Sewer $24,629.00 SUBTOTAL $300,910.00 ' + 5% Contingencies $15,050.00 SUBTOTAL $315,960.00 +30% Indirect Cost $94,790.00 Meadows of Bloomfield Addition, Phase 1— Connemara Trail Total $410,800.00- Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Opinion of Probable Cost .rb.. 6VSB Project: Meadows of Bloomfeld -Phase I - Connemara Trail & Trunk Sanitary Sewer Design By: JDH Project Location: City of Rosemount Checked By: KK City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost A. SURFACE IMPROVEMENTS 1 2021.501 M OBILIZATION I LUMP SUM 1 $5,700.00 $5,700.00 2 2104.501 I REMOVE CURB AND GUTTER LIN FT 20 $5.00 $100.00 3 2104 501 RE, RE O BIUMINOUS PAVEMENT SQ YD 12 $2.50 $30.00 4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 50 $3.50 $175.00 5 2105.501 ;COMMON EXCAVATION CU YD 150 $5.00 $750.00 - 6 - -- 21055 22 ; : SELECT GRANULAR BORROW (CV) _ CU YD .2,800 $6.50 $18,200.00 7 2105525 TOPSOIL BORROW (LV) CU YD 700 $10.00 $7,000.00 8 9 2112.501 2211.501 SUBGRADE PREPARATION 'AGGREGATE BASE CLASS 5 (100% CRUSH] ROAD STA TON 7 2,500 $200.00 $10.00 $1,350.00 $25,000.00 10 2350.501 TYPE 3. WEARING COURSE (C) TON 450 $34.00 $15,300.00 I 1 j 2350.502 TYPE MV 3 NON WEARING COURSE TON 1,125 $33.00 $37,125.00 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 410 $2.00 $820.00 13 2521.501 - 14" CONCRETE WALK SQ FT 3,375 $3.00 $10,125.00 14 2521.604 1 BITUMINOUS PATH SQ YD 600 $10.25 $6,150.00 15 j 2531.501 - CONCRETE CURB & GUTTER DESIGN TYPE B618 LIN FT 1,350 $8.00 $10,800.00 16 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2,500.00 17 2564.603 14' SOLID WHITE -PAINT LIN FT 1,350 $0.25 $337.50 18 2564.603 14" DOUBLE SOLID LINE YELLOW -PAINT LIN FT 675 $0.50 $337.50 19 2564.603 4" SOLID WHITE -EPDXY LIN FT 1,350 $0.50 $675.00 201-x- 2564.603 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT 675 $1.00 $675.00 - 21 2573,501 BALE CHECK EACH 20 $6.50 $130.00 22 2573.502 1 SILT FENCE, TYPE HEAVY DUTY LIN FT 200 $2.50 $500.00 23 2573.602 INLET PROTECTION EACH 6 $60.00 $360.00 24 2575.501 SEEDING (INCL TOPSOIL, FERT; MULCH, DISC ANCHOR) ACRE 4 $1,000.00 $4,000.00 25 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD 2,250 $3.00 $6,750.00 26 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 200 $2.00 $400.00 SUBTOTAL SCHEDULE A - SURFACE IMPROVEMENTS $155,290.00 B. SANITARY SEWER 18 j 2451.602 1GRANULARFOUNDATIONMATERIAL TON 50 $3.00 $150.00 19 2503.603 TELEVISING SANITARY SEWER LIN FT 256 $1.00 $255.50 20 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT 245 $17.00 $4,165.00 21 2506.603 CONSTRUCT 8" OUTSIDE DROP - LIN FT 11 $200.00 $2,100.00 22 2506.516 CASTING ASSEMBLY EACH 1 $400.00 $400.00 23 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 1 15 $150.00 $2,250.00 SUBTOTAL SCHEDULE B - SANITARY SEWER $9,320.50 C. TRUNK SANITARY SEWER 27 2451.602 GRANULAR FOUNDATION MATERIAL 28 2503.603 'CONNECT TO EXISTING SANITARY SEWER TON EACH 200 1 $3.00 $600.00 $500.00 $500.00 29 03.603 TELEVISING SANITARY SEWER LIN FT 1,010 $1.00 $1,010.00 30 2503.603 15 PVC PIPE SEWER SDR 26 LIN FT 960 $27.50 } S2,5,400.00 _ 31 2503.603 15" PVC PIPE SEWER DR 18 LIN FT 50 $55.00 $2,750.00 32 2506.516 CASTING ASSEMBLY EACH 4 $400.00 i $1,600.00 - rt - -- 33 2506.603 jCONST 48" DIA SAN SEWER MANHOLE LIN FT n 100 i 1 1 $175.00 $17,500.00 SUBTOTAL SCHEDULE B - TRUNK SANITARY SEWER $50,360.00 I M: \01563- 00 \Feasibilty Costs \Opinion of Probable Costs 1 1 1 1 1 1 1 1 1 1 1 Opinion of Probable Cost WSB Project: Meadows of Bloomfeld - Phase I - Connemara Trail & Trunk Sanitary Sewer Design By: JDH Project Location: City of Rosemount Checked By. KK City Project No.: 380 WSB Project No: 1563 -00 Date: 1/29/2004 Item No. MN /DOT Specification No. Description Unit Estimated Total Quantity Unit Price Estimated Total Cost D. TRUNK WATERMAIN 34 2504.602 !HYDRANT EACH 1 $1,850.00 $1,850.00 35 2504.602 16" GATE VALVE AND BOX EACH 1 $550.00 $550.00 36 — r 2504.602 8" GATE VALVE AND BOX EACH 1 $800.Q0 $800.00 37 2504.602 116" GATE VALVE AND BOX EACH 6 $3,300.00 $19,800.00 38 2504.602 ';CONNECT TO EXISTING WATERMAIN (16 ") EACH 2 $750.00 $1,500.00 39 2504.603 j 6" R MAIN -DUCT IRON CL 52 LIN FT 10 $20.00 $200.00 40 2504.603 18" WATER MAIN -DUCT IRON CL 52 LIN FT 45 $18.00 .$810.00 41 2504.603 16" WATER MAIN -DUCT IRON CL 52 LIN FT 800 I $32.00 $25,600.00 42 2504.604 14" POLYSTYRENE INSULATION _ SQ YD 100 $20.00 $ 2,000.00 43 2504.604 1 DUCTILE IRON FITTINGS POUND 4,100 $2.00 $8,200.00 SUBTOTAL SCHEDULE C - TRUNK WATERMAIN $61,310.00 E. STORM SEWER 42 2104.501 _REMOVE SEW PIPE (STORM) LIN FT 48 $8.00 $384.00 43 2104.509 REMOVE PIPE APRON EACH '1 $175.00 $175.00 44 .2451.6 IGRANUL FOUNDATION MATERIAL TON 100 $3.00 $300.00 45 46 2501.602 j 2501.602 18' RC PIPE APRON TRASH GUARD FOR 18" PIPE APRON EACH EACH 2 2 $475.00 $400.00 $950.00 $800.00 47 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 104 $22.50 $2,340.00 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 310 $24.00 $7,440.00 q 48 49 2503.541 121" RC PIPE SEWER DESIGN 3006 CL III LIN FT 115 .$26.00 $2,990.00 50 2506.501 I CONSTRUCT DRAINAGE STRUCTURE DES 48 -4020 LIN FT 30 $150.00 $4,500.00 51 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' CB) EACH 2 $1,200.00 $2,400.00 52 2506.516 CASTING ASSEMBLY EACH 4 $450.00 $1,800.00 53 ONNECT ! 2506.60 C� TO EXISTING STORM SEWER EACH 1 $550.00 $550.00 SUBTOTAL - SCHEDULE D - STORM SEWER $24,629.00 Meadows of Bloomfield Addition, Phase I - Connemara Trail Subtotal $300,910.00 + 5% Contingencies $15,050.00 Subtotal $315,960.00 + 30% Indirect Cost $94 790.00 Meadows of Bloomfield Addition, Phase 1 - Connemara Trail Total $410,800.00 M \01563- 00 \Feasibilty Costs \Opinion of Probable Costs 1 ' APPENDIX C Oversizing Costs ' Feasibility Report Meadows of Bloomfield Addition Street and Utility Improvements and Appurtenant Work ' City Project No. 380 Rosemount, Minnesota WSB Project No. 1563 -00 Fe¢ribiGt Report Y P Bloomfield 5th - 81h Additions Street and UlUtylmprovements and Appurtenant Work City Project No. 361 Rosemount, AIN WSB Project No. 2012 -50 M. 120 1 2 -5 01Ex A0pinion,(Probable CostsUt —size Meadows of Bloomfield - Phase 1 Estimated Storm Sewer Over - sizing Costs , City of Rosemount City Project Number 380 Mn \DOT Estimated Estimated Total Estimated Item Specification Description Units Trunk Unit Lateral Unit Difference Estimated Quantity Number Price Price Lateral Cost. 1 2503.541 21" RC Pipe, CI III - 15" RC Pipe, CI III Lin Ft 940 $26.00 $22.50 $3.50 $1290.00 2 2503.541 24" RC Pipe, Cl III - 21" RC Pipe, CI III Lin Ft 708 $28.00 $26.00 $100 $1,416.00 3 2503.541 30" RC Pipe, Cl III - 24" RC Pipe, CI III Lin Ft 119 $37.50 $28.00 $9.50 - $1,130.50 4 2506.501 Construct Drainage Str Des 60 -4020 -Des 48-4020 Lin Ft 9 $225.00 $150.00 $75.00 $675.00 Subtotal $6,511.50 + 5% Contingencies $325.58 Estimated Storm Sewer Over - sizing Cost $6,837.08 Fe¢ribiGt Report Y P Bloomfield 5th - 81h Additions Street and UlUtylmprovements and Appurtenant Work City Project No. 361 Rosemount, AIN WSB Project No. 2012 -50 M. 120 1 2 -5 01Ex A0pinion,(Probable CostsUt —size Meadows of Bloomfield - Phase 1 Estimated Watermain Over - sizing Costs City of Rosemount City Project Number 380 Mn \DOT Estimated Estimated Total Total Item Specification Description Units Quantit y Unit Price Estimated Estimated Number Trunk Cost Lateral Cost 1 2504.602 112" Gat Valve & B ox Each 8 $1,400. $11,200.00 2 2504.6 16" Gate Valve & Box Each 8 $3,560.001 $28,480.00 _ 3 2504.603 12" D IP, Class 52 Lin Ft 3500 $2850 _ $99,750.00 —� 4 2504.603 16" DIP, Class 50 Lin Ft 3500 $32.00 $112,000.00 5 2504.604 Ductile Iron Fittings - 12" Pound 6520 $2.00 4 $13,04 6 2504.604 Ductile Iron Fittings 16" Pound 9500 $2.00 $19,000.00 7 1 DIV 2 2" SCADA Conduit System Lin EL 8,000 $5.00 $40,000.001 Subtotal - Estimated Trunk Cost $199,480.00 Subtotal - Estimated Lateral Cost $123,990.00 Estimated Trunk Watermain Over - sizing Cost $75,490.00 r r r MA01563- 001Feasibilty Costs \Opinion of Probable Costs 1 M: 101563- 00IFe8sibilty Costs \Opinion of Probable Costs Meadows of Bloomfield - Phase 2 Estimated Watermain Over - sizing Costs City of Rosemount City Project Number 380 WDOT Estimated Estimated Total Total Item Specification Description Units Quantity Unit Price Estimated Estimated Number Trunk Cost Lateral Cost 1 2504.602 12" Gat Valve &Box Each 1 $1,400.00 $1,400.00 2 2504.602 , 16 " Gate V alve & Box Each 1 $3,560.00 $3,560.00; 3 2504.603 12" DIP, Class 52 Lin Ft 1065 $28.50 $30,352.50 4 2504.603 16" DIP, C 50 Lin Ft 1065 $32.00 $34,080.00� 5 2504.604 !Ductile Iron Fittings - 12" Pound 1720 $2.00 $i 3,440.00 6 2504.604 1Ductile Iron Fittings - 16" Pound 2810 $2.00 $5,620.001 Subtotal - Estimated Trunk Cost $43,260.00 Subtotal - Estimated Lateral Cost $35,192.50 Estimated Trunk Watermain Over- sizing Cost $8,067.50 1 M: 101563- 00IFe8sibilty Costs \Opinion of Probable Costs ' Meadows of Bloomfield - ' No Watermain Over - sizing City of Rosemount City Project Number 380 1 MA01563- 00\Feasibilty Costs \Opinion of Probable Costs Meadows of Bloomfield - Phase 1 - Connemara Trail Estimated Watermain Over - sizing Costs City of Rosemount City Project Number 380 Item Mn \DOT Specification Number Description Units Estimated Quantity Estimated Unit Price Total Estimated Trunk Cost Total Estimated Lateral Cost 1 2504. 12" Gate Valve & Box Each 6 $1,400.00 $8,400.00 2 2504.602 116" Gat Valve& Box _ Each 6 $3,560.00 $21,360.00' 3 2504.60 12" DIP Class 52 Lin Ft 800 $28.50 $22,800.00 4 2504.603 116" DIP, Class 50 Lin Ft 800 $32.00 $25,600.00 5 2504.604 1 Ductile Iron Fittings - 12" Pound 1925 $2.00 1 $3,850.00 6 2504.604 Ductile Iron Fittin s - 16" Pound 2115 $2.00 $4,350.00 Subtotal - Estimated Trunk Cost Subtotal - Estimated Lateral Cost $51,310.00 $35,050.00 Estimated Trunk Watermain Over- sizing Cost $16,260.00 MA01563- 00\Feasibilty Costs \Opinion of Probable Costs