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Home My WebLink About6.h Receive Feasibility Report/Order Plans & Spec's-Glendalough 5th Additon, C.P.389CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: January 18, 2005 AGENDA ITEM: Receive Feasibility Report/Order Plans AGENDA SECTION: Specs Glendalough 5 th Addition, City Project #389 Consent PREPARED BY: Andrew J. Brotzler, P.E., City Engineer AGENDA N APPROVED BY- ATTACHMENTS: Resolution, Feasibility Report RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND AUTHORIZE THE PREPARATION OF PLANS AND SPECIFICATIONS FOR GLENDALOUGH 5 T ADDITION, CITY PROJECT #389. ACTION: BACKGROUND: On August 17, 2004, City Council authorized the preparation of a Feasibility Report to address development related infrastructure costs attributed to Evermoor Glendalough 5' 10 Additions Street and Utility Construction project. Evermoor Glendalough 5 h Addition has been designated as City Project No. 389. Attached please find a copy of the Feasibility Report for Glendalough 5th 10 Additions Street and Utility Construction project. This report addresses the construction of streets and utilities within the Glendalough development for the 5 6 th 7' 8 th g` and 10th Additions, along with the estimated costs and proposed funding. The feasibility report includes the remaining individual area within the Evermoor development to better address the infrastructure needs and impacts on a regional basis within a single development. A brief review of the proposed improvements and funding is as follows: 1. LOCATION The project is located on a 97.45 acre tract which is bordered by Connemara Trail on the south and the Rosemount Hills 3 1d Addition on the north. The east tract line follows the rear yard property lines of the properties fronting the west side of Dodd Boulevard. The west side adjoins the existing Glendalough additions and other existing Evermoor additions. c 2.STREETS City streets to be constructed as a part of Evermoor Glendalough 5` 10` Additions will be constructed to a width of 28 -feet with modified 'S' (surmountable) concrete curb and gutter. Several Private Streets will also be constructed as part of the proposed site improvements. All proposed private streets are to be constructed to a width of 24 -feet with modified 'S' (surmountable) concrete curb and gutter. Parking will not be allowed along the private streets. 3. STORM SEWER The proposed storm sewer improvements include the construction of lateral storm sewer systems to serve both the public and private road rights -of -way. The site storm sewer systems will be designed for a 10 -year rainfall event. Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm Water Management Plan in effect at the time the area was platted. Most of the storm water runoff from the site will be directed to a large existing closed depression along the north side of the tract. This area has been designated as a regional storm water management pond area in the Comprehensive Stormwater Management Plan. A lift station and force main system will provide the controlled outlet for this area. 4. SANITARY SEWER Sanitary sewer service for Evermoor Glendalough 51h 10` Additions development will be provided from an existing force main stub that was constructed in the existing section of Couchtown Path. 8 -inch sanitary sewer mains will be constructed in the internal roadways as needed to provide for sanitary sewer service throughout the proposed Evermoor Glendalough 5` 10' Additions development. A local sanitary sewer lift station, proposed to be located in the cul -de -sac of Coachwood Trail, will be required as part of the site improvements and will connect to the existing force main stub in Couchtown Path. 5. WATERMAIN The watermain will connect to existing 8 -inch ductile iron pipe (DIP) that was stubbed to the site during the construction of the 16 -inch trunk line as part of the Connemara Trail extension. 8 -inch DIP 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 Evermoor Glendalough 5 10 Additions development. Fire hydrants will be installed along City streets in accordance with City Standards. 6. PEDESTRIAN FACILITIES A 5 -foot wide concrete sidewalk will be constructed along both sides of all of the interior public streets according to the conditions of approval of the preliminary plat. An 8 -foot wide bituminous pathway is proposed to be constructed along the north tract line and in a proposed open area on the west side of the tract and as directed by the City Parks and Recreation Director. 7. FUNDING The estimated construction cost for the Glendalough 5 th Addition only, is $798,930.00 as shown in the following table: Estimated Construction Costs 5 Addition Streets $333,182 Sanitary Sewer $203,000 Watermain $86,425 Storm Sewer $120,580 7.5% Contingencies $55,739 Total Estimated Construction Costs $798,930 Costs that are not included as part of the estimated construction costs for the 5th Addition are City fees and plat fees. The total estimated project cost including these additional fees is $1,247,186.00 as shown in the following table: Total Estimated Construction Costs and Fees 5 Addition Total Estimated Construction Costs $798,930 Total Estimated Plat Fees $262,736 Total Estimated Plat City Fees $185,520 Total Estimated Construction Costs and Fees $1,247,186 Plat fees include storm water conveyance fees, water access charges, sanitary sewer access charges, park dedication fees and any other pertinent fees. City fees include engineering fees, legal fees, administration fees, and any other pertinent City fees. The developer, Lundgren Brothers, will be funding the entire cost for the Glendalough 5` Addition. However, due to the oversizing of the storm sewer lift station and associated forcemain, City Storm Sewer Core Funds will be utilized to fund the lift station and forcemain when constructed in later phases. The cost appropriation was determined on a pro -rated area basis. The estimated cost for future phases is as follows: Evermoor Glendalough Addition Summary of Estimated Construction Cost per Phase I jh —10 Addition Construction Costs Include 7.5% Contingencies With 30% Indirect Costs 6th 7th 8th 9th 10th Addition Addition Addition Addition Addition Surface Improvements $881,850 $359.530 $277,840 $240,470 $292,210 Sanitary Sewer $274,010 5213,550 $69,350 (Installed in $127,530 7 th Watermain $257,960 $101,510 S75,B20 $91,750 588,400 Storm Sewer $394,970 $171,500 $34,250 $235,603 $64,910 Lift Station /Force Main $41,370 $45,550 $129,970 Developer Funded Lift Station /Force Main (City Storm Core $54,850 $60,374 $172,288 Fund Total $1,905,010 $952,010 $457,260 $567,820 $875,310 At this time, the developer, Lundgren Brothers, has submitted a final plat for approval for the Glendalough 5` Addition only. Accordingly, the improvements proposed to be completed in 2005 are for the Glendalough 5' Addition 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. If requested, Staff will provide a brief overview of the feasibility report. SUMMARY: Staff requests Council adopt a resolution receiving the feasibility report and authorize the preparation of plans and specifications for Glendalough 5ih Addition, City Project #392 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2005 A RESOLUTION RECEIVING THE FEASIBILITY REPORT FOR EVERMOOR 5 TH 10 ADDITIONS, ORDERING THE PROJECT AND AUTHORIZING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR EVERMOOR GLENDALOUGH 5 TH STREET AND UTILITY IMPROVMENTS CITY PROJECT #389 WHEREAS, pursuant to the resolutions of the Council adopted on August 17, 2004, a report has been prepared by the City Engineerwith reference to the improvement of Evermoor Glendalough 5 th -10` Street and Utility Improvements City Project #389, and this report was received by the Council on January 18, 2005, and WHEREAS, the report provides information regarding whether the proposed projects are necessary, cost effective, and feasible. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF ROSEMOUNT, MINNESOTA: 1. Such improvements are hereby ordered as proposed in the Feasibility Report for the project. 2. The City Engineer is hereby ordered to prepare plans and specifications for the making of such improvements within the Evermoor Glendalough 5` Addition. ADOPTED this 18th day of January, 2005. William H. Droste, Mayor ATTEST: Linda Jentink, City Clerk Motion by: Seconded by: Voted in favor: Voted against: ' ~ ; � � \ . '� � � � � � � �� r , �' � o .�. �I � January 18, 2005 � �,,,,,,,,,,, �: � � � � Evermoor's Glendalough 1 5th-lOth Additions Street and Utilit Im rovements 1 Y p and A urtenant Work 1 pp 1 Prepared for: � !�C ROSEMOLINT ' MINNESOTA � Ci Pro'ect No. 389 �J' J �� o��. ��s�o��0000�� , � ��. :��,� ..; ��, .. ��,.ti�.�,�: ��,��..��r, �� WSB Project No. 1556-21 ��< �� , � , �\ Prepared by: 1 � � � � ��o�o��` �°= f�� ' 701 Xenia Avenue South, Suite 300 � Minneapolis, MN 55416 763-541-4800 &Asso��ares,tn�. ' ' FEASIBILITY REPORT , ' EVERMOOR'S GLENDALOUGH 5�'— lOth ADDITIONS I STREET AND UTILITY IMPROVEMENTS AND APPURTENANT WORK ' CITY PROJECT NO. 389 ' ' FOR THE CITY OF ROSEMOUNT,MINNESOTA 1 1 ' January 1$, 2005 ' ' Prepared By: ' " WSB & Associates, Iac. 701 Xenia Avenue South, Suite 300 ' Minneapolis, MN 55416 (763) 541-4800 � (763) 541-1700 (Faz) � , Feaslbility Report Evermoor's Glendalough S"'-IO'h Additions Street and Utility I►nprovements and Appurtenant Work ' City Project No.389 Rosemount,�nnesota WSB Project No.I556 21 ' - WSB ' -_ infrastructure 1 Engineering 1 Planning 1 Construction 701 Xenia Avenue South &Associates,Inc. - Suite 300 , Minneapolis,MN 55416 Te1:763-541-4800 January 18,2��5 Fax:763-541-1700 ' ' . Honorable Mayor and City Council ' City of Rosemount 2875 145�' Street West Rosemount,MN 55068-4997 ' Re: Feasibility Report Evermoor's Glendalough 5�`— 10�`Additions ' Street and Utility Improvements and Appurtenant Work City Project No. 389 WSB Project No. 1556-21 ' � Dear Mayor and City Council Members: - ' Transmitted herewith is a Feasibility Report that addresses street and utili im rov ty p. ements for Evermoor's Glendalough 5�'— 10�`Additions. � ' We would be happy to discuss this report with you at your convenience. Please do not hesita.te to contact me at(763) 541-4800 if you have any questions regarding this report. ' Sincerely, ' WSB&Associates,InG �"'t - ' Anthony A. Aderhold, P.E. Project Manager ' Enclosure ' bc ' ' ' Minneapolis 1 St.Cloud Equal Opportunity Employer ' CERTIFICATION ' ' ' ' . ' I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. , � ' Anth y A.Aderhold,P.E. ' Date: January 18, Z005 Lic.No. 43422 , Quality Control Review by: . ' � , ohn D. Hazdy, P.E. , Date: January 18, 2005 Lic.No. 41499 ' . ' ' ' ' ' Feasibility Report Evermoor's Glendalough S`"'—1 d"Addidons Street and Uti[ity Improvements and Appurtenant Work ' City Project No.389 Rosemount,Minnesota WSB ProjeciNo.ISS6-2I ' TABLE OF CONTENTS ' TITLE SHEET ' LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS ' L EXECIT'TIVE SUIVIlVIARY.......................................................................................................2 2. INTRODUCTION.....................................................................................................................3 , 2.1 Authorization..................................................................................................................3 2.2 Scope..............................................................................................................................3 ' 2.3 Data Available................................................................................................................3 3.1 Project Location(Figures 1 and 2).................................................................................5 3.2 Existing Conditions........................................................................................................5 ' 4. PROPOSED IMPROVEMENTS..................... .......................................................................6 4.1 Streets.............................................................................................................................6 , 4.2 Sanitary Sewer(Figures 3-7)................................................................................ ...7 4.3 Watermain(Figures 3-8)................................................................................................7 4.4 Storm Sewer...................................................................................................................8 ' 4.5 Sidewalk/Pathway.........................................................................................................9 4.6 Permits/Approvals.........................................................................................................9 4.7 Right-of-Way/Easements..............................................................................................9 , 5. FINANCING...........................................................................................................................10 5.1 Estimated Costs............................................................................................................10 , 5.2 Funding.........................................................................................................................12 6. PROJECT SCHEDULE.........................................................................................................13 ' 7. FEASIBILITY AND RECOMIVIENDATION......................................................................14 Appendiz A Figures ' APPendig B Estimated Construction Costs ' Appendig C Calculation of Estimated Development Fees and City Fees for the 5`�Addition Appendig D ' Storm Water Lateral Trunk Conveyance and Ponding Fee Calculation Worksheets—5�'Addition Appendig E Estimated Lift Station Costs ' APPendiz F Resolution 2004-96 ' ' Feasibility Repart Evermoor's Glendalough S`"—I d"'Additions Street and Utility Improvements and Appurtenant Work ' City Project No.389 Rosemoun��neesota WSB Project No.1556-21 Page 1 , L EXECUTIVE SUMMARY ' This re ort is written to address im rovements related to the develo ment of Evermoor's proposed Glendalough 5�`— 10�'Additions. Evermoor's Glendalough 5�— 10�'Additions is a , continuation of the Evermoor Glendalough neighborhood. The development consists of 188 single-family residential units located on 97.45 acres located along the north side of Connexnara ' Trail and west of Dodd Boulevard. The Glendalough Additions are located in the northeast corner of the Evermoor tract and these additions represent the last remaining areas in the Evermoor project. The proposed residential development will be enrirely single-family homes. A map showing the project location is shown on Figures 1 and 2. , The proposed improvements include the construction of city streets that include concrete curb and gutter and 5-foot concrete sidewalks. 8-foot bituminous pathways will also be constructed ' as part of adjacent park facilities. Utility improvements include the construction of lateral sanitary sewer mains,watermains, lateral storm sewer systems, and a local sanitary sewer lift station and force main system. A regional storm sewer lift station and force main system will ' also be constructed as part of the overall site improvements. The total estimated project cost for the street and utility improvements for Evermoor's , Glendalough 5`�Addition is $1,247,186,including a11 City of Rosemount Development Charges, City Fees, Engineering Fees and other associated costs. The total estimated project cost for the ' street and utility improvements for Evermoor's Glendalough 6�`— 10�'Additions is $4,757,410, including 30%Indirect Costs and City of Rosemount Regional Pond and Lateral Trunk Conveyance System improvements. Actual City of Rosemount Development Charges, City ' Fees, Engineering Fees and other associated costs will be calculated for each Addition at the time the Final Plat is approved. ' The cost of all streets and utility lateral improvements for this project will be financed by the developer,Lundgren Brothers Construction. The grading of the site will be completed by the developer prior to any street and utility improvements in each addition. ' It is anticipated that the public improvements for Evermoor's Glendalough Sth Addition,will be started in the spring of 2005 and fully completed,including all restoration items except the , bituminous wear course by summer of 2005. The schedule for completion of the remaining Additions of Eveimoor's Glendalough development will be determined by the developer, Lundgren Brothers Construction. ' This project is feasible,necessary, and cost-effective from an engineering standpoint and should be constructed as proposed herein. ' ' , ' Feasibi/rty Report Evermoor's Glendalough S`"—I d"Additions Street and Utilily Improvements and Appurtenant R'ork , City Project No.389 Rosemoun�Minnesota WSB Project No.1556 21 Page Z ' 2. INTRODUCTION ' 21 Authorization tOn August 17, 2004,the Rosemount City Council authorized the preparation of a Feasibility Report to address development-related infrastructure costs attributed to Evermoor's Glendalough 5�'— 10`�Additions Street and Utility Construction project. Evexmoor's Glendalough 5�' ' Addition has been designated as City Project No. 389. ' The developer,Lundgren Brothers Construction,will be funding all costs except storm water lift stations and associated force main over-sizing,which will be financed by the City Storm Sewer Trunk Fund. ' 2.2 Scope , This report addresses the construction of street and utility improvements necessary for the development of Evermoor's Glendalough 5�'— 10�Additions development located north of Connemara Trail and west of Trunk Highway 3. In order to address the development issues from ' a regional standpoint,this report reviews the endre area to be developed within Evermoor's Glendalough 5�'— 10�'Additions. This report will provide a basis for the completion of the remaining Evermoor's Glendalough Additions in phases. ' The proposed improvements include construction of streets, lateral sanitary sewer mains,lateral watermain, lateral storm sewer systems, a local sanitary sewer lift station and force main and a ' storm sewer lift station and force main. Site grading will be completed privately prior to construction of the street and utility improvements. ' The Feasibility Report for the proposed County Road No. 38 improvements includes three alternative analyses of ways to provide sanitary sewer to 132nd Street W., Dodd Boulevard and possible future developments to the north and east. Two of these alternates include connecting to ' sanitary sewer mains and water mains that will be constructed as part of the Glendalough Additions. One alternate would connect to the Glendawoods Way stub road in the 7�'Addition. The other alternate would connect to the utilities in Glendawoods Green and extend northeast ' along lot lines to Dodd Boulevard. For a more detailed review of these potential future utility connections refer to the"County Road 38 (Bonaire Path),Trunk Highway 3 to East Tract Line of Reflections Street and Utility Improvements and Appurtenant Work"feasibility study(City ' Project No. 387)currently being prepared by WSB &Associates, Inc. 2.3 Data Available ' Information and materials used in the r aration of this r ort include the followin : P eP eP g , • City of Rosemount Record Plans for adjoining properties. • City of Rosemount Comprehensive Stormwater Management Plan. ' • City of Rosemount Topography Maps for Adjoining Properties. ' Feasibility Report Evermoor's G[endalough S`"—70`�Additions Street arsd Utility Improvements and Appurtenant Work , City Project No.389 Rosemount,�xnesota R'SB Project No.1556 21 Page 3 ' • City of Rosemount Water Supply and Distribution Plan. ' • Preliminary Plat information for Evermoor's Glendalough 5�'— 10�'Additions prepared by Westwood Professional Services, Inc. , • Preliminary Crrading Plans for Evermoor's Glendalough 5�'— 10�Additions prepared by Westwood Professional Services, Inc. ' • 2005 Schedule of Rates and Fees, City of Rosemount , , . ' ' , , , , ' ' ' � ' ' Feasibi[ity Report Evermoor's Glendalough S`h—1 d"'Addidons Street and Utility Improvements and Appurtenant Work ' City Project Nor 389 Rosemount,�nnesota R'SB Project No.1556-21 Page 4 ' ' 3. General Background ' 3.1 Project Location (Figures 1 and 2) The project is located on a 97.45 acre tract which is bordered by Connemaza Trail on the south ' and the Rosemount Hills 3rd Addition on the north. The east tract line follows the reaz yard property lines of the properties fronting the west side of Dodd Boulevard. The west side adjoins the existing Glendalough additions and other,existing Evermoor additions. ' 3.2 Egisting Conditions ' Most of the area of the tract is abandoned farm fields,overgrown fence rows and small wooded azeas. , The proposed development, as platted,will abandon the section of Dodd Boulevard from Connemara Trail north approximately 1,000 feet north. If this occurs, a permanent cul-de-sac ' and associated right-of-way must be provided on the south end of the remaining roadway section to provide continued public access to the two existing homes. Access to the tract is available from Connemaza Trail and from Glendalough 1 St—3'�Additions. � Two stub roads were constructed into this area during the construction of Connemaza Trail and Couchtown Path was built as a stub road in an earlier addition of Glendalough. , Most of the tract presently drains to a large closed depression located along the northern edge of the project area. A small area drains south to Connemara Tail. , The project area is currently served by the Rosemount West Water System from a 16-inch DIP trunk watermain in Connemara Trail. There are 8-inch DIl' stubs to the north from Connemara ' Trail at each stub road and from Couchtown Path in the existing section of Glendalough to provide water service for development of the tract. , An existing force main stub was constructed in Couchtovvn Path in the existing section of Glendalough to provide for sanitary sewer service for development of the tract. ' Magellan Midstreaxn Partners, Ina and Koch Pipeline have parallel pipelines that cross the southeast corner of the tract. ' The tract is zoned PUD (Planned Unit Development). The development has been laid out to meet the smaller lot and larger open space areas that the PUD zoning was designed to create. ' There are private utilities located along Connemara Trail and along Couchtown Path in the earlier additions of Glendalough. , � Feasibility Rtport Evermoor's Glendalough S`�—1 d"'Additions Street axd Utility Improvements axd Appurtenant Work ' City Project No.389 Rosemounti�nnesota WSB Project No.1556-21 Page 5 ' ' � 4. PROPOSED IMPROVEMENTS , 4.1 Streets ' City streets to be constructed as a part of Evermoor's Glendalough 5�`— 10�'Additions include; ■ T'he extension of Couchtown Path to the north, ■ Coachwood Trail and Couchwood Square(two proposed cul-de-sacs in the northwest , corner of the tract), ■ Couchtown Avenue North(which will connect with Couchtown Path and loop east and south to connect with Connemara Trail at the existing east stub road), ' ■ Glendalough Trail(which will start at Connemara Trail at the other e�sting stub road and loop north across Couchtown Avenue N., then west, then back south to create a tee- intersection with Couchtown Avenue N.), , ■ Tara Commons Trail (a road to the north off of Couchtown Avenue N., along the east side of the tract), ■ Glendawoods Square(a short cul-de-sac in the northeast corner of the tract), , ■ Tara Coxnmons Court and Coachtown Street(a cul-de-sac and a stub street, respectively, in the southeast comer of the tract), and ■ Glendawoods Way(a short west-east road connecting Glendalough Trail, Tara Commons , Trail and the east tract line). Several Private Streets will also be constructed as part of the proposed site improvements. These , streets include: ■ Belvedere Green(a short loop road to the west of Glendalough Trail and south of Couchtown Avenue N.), - . ' ■ Marion Square(a short loop.road between Glendalough Trail and the north side of Couchtown Avenue N.), ■ Tara Commons Green (a second short loop road inside the southwest corner of ' Couchtown Avenue N., neaz Connemara Trail), and ■ Glendawoods Green(a short loop in the northeast corner of the tract,inside the southwest corner of Glendawoods Green and Tara Commons Trail). tAll proposed public streets are to be constructed to a width of 28-feet with modified `S' (surmountable) concrete curb and gutter. Sidewalks will be constructed along both sides of all ' local roads. All proposed private streets are to be constructed to a width of 24-feet with modified `S' ' (surmountable) concrete curb and gutter. Parking will not be allowed along the private streets. Bituminous paths will be constructed within adjacent park areas as part of the site improvements. ' All u lic d ' tr et will be de i e t ccommodate a 7-ton axle load and will consist p b an p n v a t e s e s s g n d o a of approximately 4 inches of bituminous and 8 inches of Class 5 aggregate base on a minimum ' of 24 inches of select granular bonow. ' Feasibi[ity Report Evermoor's Glenda[ough S`"—10`"'Additions Street and Utility I�nprovements and Appurtanant Work ' City Project Na 389 Rose�nount,Minnesota WSB Project No.l SS6-21 Page 6 ' ' The proposed development, as platted,will abandon the section of Dodd Boulevard from Connemara Trail north approximately 1,000 feet. If this occurs, a permanent cul-de-sac and ' associated right-of-way must be provided by the developer(Lundgren Brothers)on the south end of the remaining roadway section. This will provide continued public access to the two existing homes that aze south of the proposed Glendawoods Way stub road. ' 4.2 Sanitary Sewer(Figures 3-'n ' Sanitary sewer service for Evermoor's Glendalough 5�`— 10�'Additions development will be provided from an existing force main stub that was constructed in the existing section of , Couchtown Path. 8-inch sanitary sewer mains wi11 be constructed in the internal roadways as needed to provide for sanitary sewer service throughout the proposed Evermoor's Glendalough 5�'— 10�'Additions development. ' A local sanitary sewer lift station,proposed to be located in the cul-de-sac of Coachwood Trail, will be required as part of the site improvements and will connect to the existing force main stub ' in Couchtown Path. The sanitary sewer lift station and force main will only serve the Glendalough Additions;therefore, all costs associated with them have been included with the developer's construction costs. The final approval of the location of the lift station in the center , of the cul-de-sac will be dependent on the approval of a landscaping plan for the cul-de-sac,to be submitted by the developer,to improve the lift station aesthetics and to screen the lift station from public view. ' The way the proposed additions have been divided and numbered by the developer created a situation where the sanitary sewer mains to serve the 7�'Addition are upstream of the proposed ' 9�'Addition. All estimated costs for construction of the sanitary sewer system through the 9�' Addition have been included in the 7�'Addition Cost Opinion. If the developer decides to build the 9�'Addition first,the estimated sanitary sewer construction.costs will be determined for the ' 9�'Addition and added to the Cost Opinion to that Addition. 4.3 Watermain (Figures 3-8) ' Water service will be extended from the e�sting Rosemount Water System. These proposed improvements are in accordance with the Rosemount Water Supply and Distribution Plan. , 8-inch ductile iron i e DIP watermain will be constructed in each internal roadway as needed PP � ) to provide water service to the individual lots and to a11ow for looping throughout the proposed ' Evermoor's Glendalough 5�'— 10�Additions development. Fire hydrants will be installed along City streets in accordance with City Standards. , It is anticipated that a 16-inch DIP trunk watermain will be extended across Trunk Highway 3 west to Dodd Boulevard along 132nd Street as part of the County Road No. 38 improvements in 2005. While the proposed Glendalough 5�'— 10�'Additions can receive water service from the ' existing 16-inch DIP trunk watermain along Connemara Trail,it is imperative that this ' Feasibility Report Evermoor's Glendalough S`"—10`"'Addidons Street and Utility Improvements and Appurtenaat Work ' �ty Project No.389 Rosemoun�Minnesota WSB Project No.1556 21 Page 7 , watermain be installed from the east in accordance with the City's Water Supply and ' Distribution Plan,to provide future service to areas north of the proposed Glendalough Additions without the need to construct a 16-inch DIP trunk watermain through the proposed Glendalough Additions after construction occurs. Should the watermain extension from the east not receive ' approval as part of the proposed County Road No. 38 improvements,it will be recommended at that time that a 16-inch DIP trunk watermain be installed from Connemara Trail north to the t intersection of Dodd Boulevard and 132nd Street as part of the Glendalough 5�'— 10�Additions. This report does not address this possibility in the Opinion of Cost for the required site improvements. , Based on industry standards,the water supply and available water storage capacity requirements for this development's initial phases will be adequate after Well Na 12 is completed and ' operational in the Summer of 2005. The water supply and available water storage capacity requirements of additional phases will be adequate after the Bacardi Tower is completed and operational in the Fa11 of 2006. , 4.4 Storm Sewer ' The proposed storm sewer improvements include the construction of lateral storm sewer systems to serve both the public and private road rights-of-way. The site storm sewer systems will be designed for a 10-year rainfall event. ' Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm Water Management Plan in effect at the time the area.was platted. There is a large existing ' closed depression along the west side of the Glendalough 5�'Addition in the northwest corner of the tract. This area will remain undisturbed as much as possible and will be used as an infiltration area. A new storm sewer pipe will be constructed to provide an overflow relief , should the water level in the infiltration area rise to unsafe levels. Most of the stormwater runoff from the site will be directed to another large existing closed ' depression along the north side of the tract. This area has been designated as a regional stormwater management pond area in the Comprehensive Stormwater Management Plan. The storm sewer s�stem built during the 1 St—4�'Additions will also be extended east and north , through the 6 and 9�'Additions to this area. Most of the site stormwater runoff from all the proposed improvements will be collected in new storm sewer systems and piped north to the closed depression. The developer will grade the stormwater treatrnent ponds during the site , grading operations. A'lift station and force main system will provide the controlled outlet for this area. The force main will join another force main from a future City of Rosemount Regional Pond to be located between Dodd Boulevard and Trunk Highway 3, appro�cimately midway ' between Connemara Trail and 132nd Street West. The force main will continue south along the proposed roadway system and connect with an existing 18-inch DIP force main stub conshucted as part of the Connemara.Trail storm sewer system. The over-sizing cost of the storm sewer lift ' starions and the force main systems are part of the City of Rosemount Lateral Trunk Conveyance System and will be paid for with monies received from the Lateral Trunk Conveyance Fees. The remaining costs for the storm sewer lift station and force main system will be paid for by the ' developer. , Feasibility Report Everneoor's Glendalough S'"—10�'Additions Street and Uti[ity Improvenunts and Appurteaant Work ' City Project No.389 Rosemoun�Minnesota WSB Project No.1556 21 Page 8 , ' 4.5 Sidewalk/Pathway A 5-foot wide concrete sidewalk will be constructed along both sides of all of the interior public , streets according to the conditions of approval of the preliminary plat. ' An 8-foot wide bituminous pathway is proposed to be constructed along the north tract line and in a proposed open area on the west side of the tract and as directed by the City Parks and Recreation Director. ' 4.6 Permits/Approvals ' The anticipated permits required and the respective regulatory agencies are listed below: • Minnesota Department of Health(MDH)...........................................................Watermain t • Minnesota Pollution Control A enc PCA ......... ................Sani Sewer g Y�M )................ .., tary • Metropolitan Council Environxnental Services(MCES) .............................Sanitary Sewer , • Minnesota Pollution Control Agency(MPCA)..National Pollutant Discharge Elimination System(NPDES)General Storm-water Permit for Construction Activity (MN R100001) • Magellan Midstream Partners L.P........................................Pipeline Crossing Agreements ' • Koch Pipeline.......................................................................Pipeline Crossing Agreements , The final plat requires approval by the Dakota County Plat Commission and Board of Commissioners. , 4.7 Itight-of-Way/Easements The proposed street rights-of-way for all public streets and all necessary easements across the ' proposed Evermoor's Glendalough 5�— 10�'Additions development will be dedicated by the developer as part of the final plat for each addition. ' As previously mentioned,the developer will be required to dedicate additional right-of-way as deemed necessary to complete the cul-de-sac at the south end of Dodd Boulevard. This would be required prior to construction on the Glendalough 7�`Addition. ' , � ' , Feasibility Report Evermoor's Glexdalough S`�'—1 d�'Addidons Street and Utility Improvements and Appurtenant Work , City Project No.389 Rosemount,�nnesota WSB Project No.I556-21 Page 9 ' ' S. FINANCING 5.1 Estimated Costs ' Project construction costs were estimated by WSB and Associates, Inc. based on previous experience designing similar projects in the City of Rosemount. Plat Fees and City Fees were ' also calculafed by WSB &Associates, Inc. for this project. Summaries of theproject costs are as follows: ' Estimated Construction Costs—5`�Addition(See Appendix B) Streets $333,182 Sanitary Sewer $203,000 ' Watermain $86,425 Storm Sewer $120,580 7.5%Contingencies $55,739 ' Total Estimated Construction Costs $�98,930 ' Estimated Plat Fees—5te Addition(See Appendix C) Park Dedication Fee $p* ' GIS Fee $1,925 City Sanitary Sewer Availability Charge $24,181 City Water Availabiliry Charge $97,419 ' Trunk Storm Sewer Area Assessment Charge $139,211 Stormwater Ponding Fees $p Total Estimated Developer Fees $262,736 , ' *Previously paid by CPDC at time of preliminary Evermoar plat ' Estimated City Fees—5`�Addition(See Appendix C) Engineering Fees(17%) $135,818 ' Attomey Fees(Lump Sum) $5,000 5%City Administration Fee $39,947 Street Lighting Energy Costs $960 ' Street Seal Coating Costs $3,795 Total Estimated City Fees $185,520 ' • Total Estimated Construction Costs and Fees—5`h Addition , Total Estimated Construction Costs $?98,930 Total Estimated Plat Fees $262,736 Total Estixnated Plat City Fees $i 85,520 , Total Estimated Construction Costs and Fees $1,247,186 ' Feasibility Report Evermoor's Glendalough 5'"'—1 d"Additions Street and Utidity Improvements and Appurtenant Work ' Ciry Project No.389 Rosemount,Minnesota WSB Project No.1556-21 Page 10 , ' Evermoor's Glendalough Addition Summary of Estimated Construction Cost per Phase 5`�Addition Construction Costs Included 7.5%Contingencies Without 30%Indirect Costs ' 6�`-lOth Addition Construction Costs Include 7.5%Contingencies With 30%Indirect Costs 5� 6th Addition 7th Addition 8th Addition 9th Addition lOth Addition Addition** ' 5urface Improvements $358,170 $881,850 $359,530 $2?7,840 $240,470 $292,210 Sanitary Sewer $218,230 $274,010 $213,550 $69,350 * $127,530 Watermain $92,910 $257,960 $101,510 $75,820 $91,750 $88,400 ' Storm Sewer $129,620 $394,970 $171,500 $34,250 $235,603 $64,910 Lift Station/Force Main $41,370 $45 550 - - $129,970 evelo er Funded)*** ' ' Lift Station/Force Main _ $54 850 $60,374 - - $172 288 Ci Storm Core Fund)*** ' ' Total $798,930 $1,905,010 $952,010 $457,260 $567,820 $875,310 ' *Sanitary Sewer in the 9th Addition will be constructed as art of the 7thAddition. P **5�`Addirion Indirect Costs(Plat Fees and City Fees)have been calculated separately. ' ***Lift sta.tion and force main cost appropriation deteimined on a pro-rated area basis. Glendalough Sth- l Oth Additions contribute 97.45 acres to the 202 acre drainage basin,with is approx.imately 43%. As such,43%of the lift station and force main costs would be paid for by the developer(Lundgren Brothers),and the remaining 57%would be paid for through the City Storm Core Fund ' ' Evermoor's Glendalough 6th-10�'Additions ' 6th Addition $1,808,790 7th Addition $846,086 ' 8th Addition $437,260 9th Addition $567,820 lOth Addition $573,050 Lift Station/Force Main(6`�&7�`& 10�'Additions,Developer Funded) $216,890 ' Lift Station/Force Main(6�',��'& 10�'Additions,City Funded) $287,512 Total Estimated Construction Costs $4,757,410 , � ' ' ' Feasibility Report Evermoor's Glenda[ough S`"-.1 db Additions Street and Utility Improvements and Appurlenant Work , City Project No.389 Rose�nount,Minxesota WSB Project No.IS56-21 Page 11 ' 5.2 Funding ' The funding for the lateral public improvements will be collected from the developer, Lundgren ' Brothers Construction. The Sanitary Sewer Core Funds and Storm Sewer Trunk Funds will fund construction costs associated with the proposed lift stations and force mains. ' A breakdown of the funding for the project is as follows: ■ Streets: Lundgren Brothers Construction will fund the cost of all street improvements , related to the construction of Evermoor's Glendalough 5�`— 10�'Additions development. . ■ Sanitar;v Sewer: Lundgren Brothers Construction will fund the cost of a11 sanitary sewer ' construction costs related to the construction of Evermoor's Glendalough 5�— 10� Additions development. The small sanitary sewer lift station and force main are required only for this development anc�therefore Lundgren Brothers Construction must pay for it ' as part of the site improvements. ■ Watermain: Lundgren Brothers Construction will fund the cost of all watermain ' construction costs related to the construction of Evermoor's Glendalough 5�'— 10�' Additions development. There is no waterma.in over-sizing anticipated on this project. ' ■ Storm Sewer: Lundgren Brothers Construction will fund the cost of all gravity storm sewer improvements related to the construction of Eveimoor's Glendalough 5�'— 10� Additions development. ' ■ Storm Sewer Lift Station and Force Main Svstem: The City of Rosemount will fund construction of the storm sewer lift station, and a portion of the force main systems using ' monies from the Trunk Lateral Conveyance Fees collected from developers as part of the _ plat fees. Lundgren Brothers Construction will fund the remaining portion of the force main systems cost. The percentage of the force main systems cost will be pro-rated by ' looking at the drainage area of the proposed Glendalough 5�'— 10�'Additions that contribute to the force main systems, and comparing it to the total area that exists within the drainage area that contributes to the force main systems. As was noted in tables on ' the previous page, the total drainage area contributing to the force main systems is 202 acres, of which 97.45 acres is contributed by the proposed Glendalough 5�'— 10�` Additions, or approximately 43%. As such, Lundgren Brothers Construction will fund , 43% of the lift station and force main systems cost, or approximately$41,370 in 6� Addition, $45,SSOin the 7�'Addition, and$129,970 in the 10�Addition. The City's Trunk Lateral Conveyance costs are estimated at$287,512. This includes approximately � $54,850 for force main work in the 6�`Addition, $60,374 for force main work in the 7�' Addition and$172,288 for.the lift station and appurtenant work in the 10�`Addition. ' ' ' Feasibility Report Evermoor's Glendalough S`"—10`"Additions Street and Uti[ity Improvements and Appurtenant Work ' City Project No.389 Rosemount,Minnesota WSB ProjectNo.1556-21 Page 12 , 6. PROJECT SCHEDULE ' The proposed project schedule is as follows: , Evermoor's Glendalough 5�'Addition- Street and Utilit�Improvements and Appurtenant Work ' Order Feasibility Report .............................................................................August 17, 2004 Utility Commission Meeting......................................................................January 10,2005 ' Receive Feasibility Report/Order Plans and Specifications....................January 18,2005 ' Final Plans and Specifications completed for City Review.......................January 28,2005 City Review and Comments......................................................................February 7,2005 t . Approve Plans and Specifications/Order Ad for Bids..............................Februaryl5, 2005 ' Receive Bids.................:..............................................................................March 1 l,2005 Award Contract............................................................................................March 15, 2005 , Begin Construction ..Apri12005 ............................................................................................ ' Substantial Completion...................................................................................June 30,2005 Final Lift of Bituminous..................................................................................July 15,2006 � The develo er, Lund en Brothers Construction, does not have imxnediate plans for the P �' construction of the remaining additions at this time. Any delays associated with developer- ' related decisions will require the extension of the above-noted schedule. ' \ ' ' ' , , Feasibility Report Evermoor's Glendalough S`"—10�"Addidons Street and Uti[i[y Improvements and Appurtenant Work ' City Project No.389 Rosemount,Minnesota WSB Project No.7556-21 Page 13 ' 7. FEASIBILITY AND RECOMMENDATION , City Project No. 389 consists of the construction of street, sanitary sewer,watermain, storm sewer, and appurtenant work as necessary to construct Evermoor's Glendalough 5�`Addition. , Future additions of Evermoor's Glendalough Addition will be assigned new City project numbers prior to design and construction. Incorpora.ted into the lateral utility improvements are ' trunk 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. 389, along with the subsequent additions of the Evermoor's Glendalough Addition, are feasible,necessary, and cost- effective from an engineering standpoint. We recommend construction of the proposed ' improvements as detailed in this report. ' ' , , ' , ' ' ' ' ' ' Feasibility Report Evernioor's Glendalough S""—1 d"Additions Street and Utility Improvements and Appurtenant Work ' City Project No.389 Rosemouny Minnesota WSB Project No.1556-21 Page 14 ' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION y AND APPURTENAIYT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 - WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 � , 5TH ADDITION ' No. Mat. No. Item , Units Qty Unit Price Total Price SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION WMP SUM 1 $14,600:00 $14,600.00 ' 2 2104.501 REMOVE CURBAND GUTTER UN FT 10 $4.50 $45.00 3 2104.505 REMOVE BITUMINOUS PAUEMENT SQ YD 9 $5.00 $45.00 4 2104.513 SAWWG BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 26 $3.50 $91.00 ' 5 2105.507 SUBGRADE EXCAVATION CU YD 50 $5.00 $250.00 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 5800 $10.00 $58,000.00 7 2105.525 TOPSOIL BORROW(CV) CU YD 20 $15.00 $300.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 22.t $250.00 $5,525.00 , 9 2211.501 AGGREGATE B4SE CLASS 5 TON 2650 $10.00 $26,500.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE(C) TON 770 $38.00 $29,260.00 11 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE(C) TON 770 $35.00 $26,950.00 , 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 350 $2.00 $700.00 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 50 $10.00 $500.00 14 2521.501 6"CONCRETE WALK SQ FT 20900 $4.00 $83,600.00 15 2521.604 2"BITUMINOUS PATH SQ YD 1525 $14.00 $21,350.00 ' 16 2531.501 CONCRETE CURB&GUTTER,DESIGN B612 LIN FT 595 $8.25 $4,908.75 17 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT 3550 $9.00 $31,950.00 18 2545.523 4"NON-METALLIC CONDUIT LW FT 300 $7.OQ $2,100.00 ' 19 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 20 2564.531 SIGN PANElS TYPE C SQ FT 19 $25.00 $475.00 21 2564.602 FURNISH&INSTALL SIGN PPNEL TYPE D EACH 3 $250.00 $750.00 22 2564.603 12"SOLID LINE WHITE-PAINT LIN FT 16 $15.00 $240.00 ' 23 2564.603 12"SOLID UNE WHITE-EPDXY LIN FT 16 $35.00 $560.00 24 2573.501 BALE CHECK EACH 105 $7.5U $787.50 25 2573.502 SILT FENCE,TYPE HEAVY DUTY LIN FT 2200 $2.00 $4,400.00 ' 26 2575.501 SEEDING ACRE 2.5 $1,050.00 $2,625.00 27 2575.505 SODDING TYPE LA1MV SQ YD 3620 $3.50 $12,670.00 28 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 � SQ YD 1000 $2.00 $2,000.00 SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS $333,182.00 , � , ' ' ' Pretim Qty Takeoffs Page 1 of 16 ' . . OPINION Of PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAIYT WORK , CITY.OF ROSEMOUNT PROJECT NO.389 WSB'PROJECT NO.1556-21 , City of Rosemount 2875-145th Street West Rosemount, MN 55068 , 5TH ADDITION ' No. Mat. No, item Units Qty Unit Price Total Price SCHEDULE B-SANITARY SEWBt IMPROVEMENTS 29 2503.602 UFT STATION EACH 1 $60,Z52.00 $60,752.00 , 30 2503.602 CONNECT TO EXISTING SANITARY gWER FORCE MAIN EACH 1 $750.00 $750.00 31 2503.602 8"X4"PVC TEE,G900 PIPE EACH 30 $200.00 $6,000.00 32 2503.602 8"X4"PVC WYE EACH 5 $90.00 $450.00 33 2503.608 SANITARYSEWER INSPECTION(TELEVISING) LIN FT 1805 $1.00 $1,805.00 ' 34 2503.603 4"FORCE MAIN DUCTILE IRON,CL 52 LtN FT 920 $18.50 $17,020.00 35 2503.603 4"DUCTIIE IRON PIPE SEWER,CL 52 LIN FT 175 $42.50 $7,437.50 36 2503.603 4"PVC PIPE SEWER,SDR 26 LIN FT 2100 $7.00 $14,700.00 ' 37 2503.603 8"PVC PIPE SEWER,SDR 35 LIN FT 980 $14.5a $14,210.00 38 2503.603 8'PVC PIPE SEWER,SDR Z6 LIN Fr 200 $16.00 $3,200.00 39 2503.603 8"PVC PIPE SEWER,DESIGN PRESSURE,DR 18 LIN FT 625 $40.00 $25,000.00 40 2506.516 CASTING ASSEMBLY EACH 14 $450.00 $6,300.00 ' 41 2506.603 CONST 48"DIA SAN SBNER MANHOLE LIN FT 275 $165.00 $45,375.00 SUBTOTAL-SCHEDULE B-SANITARY SEWER IMPRO�EMENTS $203,000.00 ' SCHEDULE C-WATERMAIN IMPROVEMENTS 42 2104.523 SALVAGE HYDRANT 8�VALVE EACH 1 $400.00 $400:00 43 2504.602 HYDRANT EACH 5 $1,800.00 $9,000.00 44 2504.602 INSTALL HYDRANT AND UALVE EACH 1 $500.OQ $500.00 , ' 45 2504.602 1"CORPORATION STOP EACH 35 $60.00 $2,100.00 46 2504.602 6"GATE VAIVEAND BOX EACH 5 $550.00 $2,750.00 47 2504.602 8"GATE VALVEAND BOX EACH 5 - $800.00 $4,000.00 ' 48 2504.602 1"CURB STOP&BOX EACH 25 $125.00 $3,125.00 49 2504.602 CONNECT TO EXISTING WATERMAIN(8") EACH 1 $750.00 $750.00 50 2504.603 1"TYPE K COPPER PIPE LIN FT 1900 $8.00 $15,200.00 51 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 50 $18.00 $900.00 � 52 2504.603 8"WATER MAIN-DUCT IRON CL 52 UN FT 2050 $20.00 $41,000.00 53 2504.604 4"POLYSTYRENE INSULATION SQ YD 50 $20.00 $1,000.00 54 2504.608 DUCTILE IRON FITTINGS POUND 2850 $2.00 $5,700.00 ' SUBTOTAL-SCHEDULE C-WATERMAIN IMPROVEMENTS $86,425.00 ' ' � ' , , Prelim Qty Takeoffs , Page 2 of 16 ' OPINION OF PROBABLE COST , GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAM'WORK ' CIN OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 I5TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE D-STORM SEWER IMPROVEMENTS 55 2501.515 15"RC PIPE APRON EACH 2 $375.00 $750.00 ' S6 2501.515 24"RC PIPE APRON _ EACH 1 $450.00 $450.00 57 2501.515 30"RC PIPE APRON EACH 1 $825.00 $825.00 58 2501.602 TRASH GUARD FOR 15"PIPE PPRON EACH 2 $225.00 $450.00 ' 59 2501.602 TRASH GUARD FOR 24"PIPE PPRON EACH 1 $300.00 $300.00 60 2501.602 TRASH GUARD FOR 30"PIPE�PRON EACH 1 $525.00 $525.00 61 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 1175 $22.00 $25,850.00 , 62 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS 111 LIN FT 55 $24.00 $1,320.00 63 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 210 $26.00 $5,460.00 64 2503.541 24"RC PIPE S�IIUER DESIGN 3006 CLASS III LIN FT 645 $28.00 $18,060.00 ' 65 2503.541 30"RC PIPE SEWER DESIGN 3006 GLASS III LIN FT 360 $38.00 $13,680.00 66 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $750.00 $750.00 67 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 144 $175.00 $25,200.00 68 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 26 $225.00 $5,850.00 , 69 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT 7 $275.00 $1,925.00 70 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $900.00 $900.00 71 2506.502 CONSTRUCT DRAINAGE SfRUCTURE DESIGN SPECIAL 1 EACH 8 $1,100.00 $8,800.00 ' 72 2506.516 CASTING ASSEMBLY EACH 21 $400.00 $8,400.00 73 2511.501 RANDOM RIPRAPCLASS IV CU YD 15 $65.00 $975.00 74 2511.515 GEOTEXTILE FILTER TYPE N SQ YD 22 $5.00 $110.00 , SUBTOTAL-SCHEDULE D-STORM SEWER IMPROVEMENTS $720,580.00 Sth ADDITION-PROJECT SUBTOTAL 5743,187:OQ , +7,5%CONTINGENCIES $55,739.00 5th ADDITION-PROJECT TOTAL 5798,930.00 ' ' ' , ' Prelim Qty Takeoffs Page 3 of 16 ' OPINION OF PROBABLE COST GLENDALOUGH 5TH-10TH ADDITIONS I STREET AND UTIUTY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 ' 6TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $25,400.00 $25,400.00 ' 2 2104.501 REMOVE CURBAND GUTTER LIN FT 20 $4.50 $90.00 3 2104.505 REMOVE BITUMINOUS PAUEMENT SQ YD 18 $5.00 $90.00 4 2104.513 SAWWG BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 52 $3.50 $182.00 5 2105.507 SUBGRADE EXCAVATION CU YD 50 $5.U0 $250.00 , 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 12300 $10.00 $123,000.00 7 2105.525 TOPSOIL BORROW(CV) CU YD 75 $15.00 $1,125.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 48.75 $250.00 $12,187.50 ' 9 2211.501 AGGREGATE BASE CLASS 5 TON 6150 $10.00 $61,500.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE(C) TON 1640 $38.00 $62,320.00 11 2350.502 TYPE LV 3 NON WEARWG COURSE MIXTURE(C) TON 1640 $35.00 $57,400.00 ' 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 745 $2.00 $1,490.00 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 50 $10.00 $500.00 14 2521.501 6"CONCRETE WALK SQ FT 39940 $4.00 $159,760.00 15 2531.501 CONCRETE CURB8�GUTfER,DESIGN B612 LIN FT 105 $825 $866.25 ' 16 2531.501 CONCRETE CUR68 GUTTER,DESIGN MODIFIED S LIN FT 8600 $9.00 $77,400.00 17 2545.523 4"NON-METALUC CONDUIT LIN FT 1100 $7.00 $7,700.00 18 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 ' 19 2564.531 SIGN PANELS TYPE C SQ FT 65 ' $25.00 $1,625.00 20 2564.602 FURNISH&INSTALL SIGN PPNEL TYPE D EACH 9 $250.00 $2,250.00 21 2573.501 BALE CHECK EACH 265 $7.50 $1,987.50 22 2573.502 SILT FENCE,TYPE HEAVY DUTY LIN FT 2100 $2.00 $4,200.00 ' 23 2575.501 SEEDING ACRE 6 $1,050.00 $6,300.00 24 2575.505 SODDING TYPE LAVNV SQ YD 6000 $3.50 $21,000.00 25 2575.523 EROSION CONTROL BLANKEfS CATEGORY 3 SQ YD 200 $2.00 $400.00 ' SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS $631,023.00 SCHEDULE B-SANITARY SEWBt IMPROVEMENTS 26 2503.602 CONNECT TO EXISTING SANITARY gWER EACH 1 $750.00 $750.00 ' 27 2503.602 8"X4"PVC TEE,G900 PIPE EACH 3 $200.00 $600.00 28 2503.602 8"X4"PVC WYE EACH 53 $90.00 $4,770.00 ' 29 2503.603 SANITARYSEWER INSPECTION(TELEVISWG) LIN FT 4255 $1.00 $4,255.00 ' 30 2503.603 4"DUCTILE IRON PIPE SBNER,CL 52 LW FT 105 $42.50 $4,462.50 31 2503.603 4"PVC PIPE SEWER,SDR 26 LIN FT 2840 $7.00 $19,880.00 32 2503.603 8"PVC PIPE SEWER,SDR 35 LIN FT 2800 $14.50 $40,600.00 33 2503.603 8"PVC PIPE SEWER,SDR 26 LIN FT 1230 $16.00 $19,680.00 ' 34 2503.603 8"PVC PIPE SEWER,DESIGN PRESSURE,DR 18 LIN FT 225 $40.00 $9,000.00 35 2503.603 8"DUCTILE IRON PIPE SEWER,CL 52 LIN Fi' 40 $45.00 $1,800.00 36 2506.516 CASTING ASSEMBLY EACH 30 $450.00 $13,500.00 ' 37 2506.603 CONSTRUCT 8"OUTS�DE DROP LIN FT 27 $185.00 $4,995.00 38 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT 435 $165.00 $71,775.00 SUBTOTAL-SCHEDULE B-SANITARY SEWER IMPR0IEMENTS $196,068.00 , Prelim Qty Takeoffs Page 4 of 16 ' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAM'WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 , City of Rosemount 2875-145th Street West Rosemount, MN 55068 , 6TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE C-WATERMAtN IMPROVEMENTS 39 2104.523 SALVAGE HYDRANT&VALVE EACH 1 $400.00 $400.00 , 40 2504:602 HYDRANT EACH 11 $1,800.00 $19,800.00 41 2504.602 INSTALL HYDRANT AND UALVE EACH 1 $500.00 $500.00 42 2504.602 1"CORPORATION STOP EACH 56 $60.00 $3,360.00 , 43 2504.602 6"GATE VALVEAND BOX EACH 11 $550.00 $6,050.00 44 2504.602 8"GATE VALVEAND BOX EACH 20 $800.00 $16,000.00 45 2504.602 1"CURB STOP&BOX EACH 56 $125.00 $7,000.00 46 2504.602 CONNECT TO EXISTING WATERMAIN(8") EACH 2 $750.00 $1,500.00 ' 47 2504.603� 1"TYPE K COPPER PIPE LIN FT 2250 $8.00 $18,000.00 48 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 160 $18.00 $2,880.00 49 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT 4700 $20.00 $94,000.00 ' 50 2504.604 4"POLYSTYRENE INSULATION SQ YD 50 $20.00 $1,000.00 51 2504.608 DUCTILE IRON FITTINGS POUND 7050 $2.00 $14,100.00 SUBTOTAL-SCHEDULE C-WATERMAIN IMPROVEMENTS $184,590.00 ' SCHEDULE D-STORM SEWER IMPROVEMENTS 52 2104.523 SALVAGE CONCRETE APRON EACH 1 $250.00 $250.00 53 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 2960 $22.00 $65,120.00 ' 54 2503.541 18"RC PIPE SEVUER DESIGN 3006 CLASS III LIN FT 300 $24.00 $7,200.00 55 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 130 $26.00 $3,380.00 56 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS Iii LIN FT 250 $28.00 $7,000.00 , 57 2503.541 27"RC PIPE SEINER DESIGN 3006 C�ASS III UN FT 110 $33.00 $3,630.00 58 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III UN FT 510 $38.00 $19,380.00 59 2503.541 36 RC PIPE SEWER DESIGN 3006 CIASS III LIN FT 825 $57.50 $47,437.50 60 2503.541 42"RC PIPE SEIIVER DESIGN 3006 GLASS Iti LIN FT 95 $65.00 $6,175.00 ' 61 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $750.00 $750.00 62 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 125 $175.00 $21,875.00 63 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 100 $225.00 $22,500.00 ' 64 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 66-4020 LIN FT 110 $275.00 $30,250.00 65 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 78-4020 LIN FT 17 $375.00 $6,375.00 65 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 6 $900.00 $5,400.00 66 2506.502 CONSTRUCT DRAINAGE SfRUCTURE DESIGN SFECIAL 1 EACH 17 $1,100.00 $18,700.00 ' 67 2506.516 CASTING ASSEMBLY EACH 43 $400.00 $17,200.00 SUBTOTAL-SCHEDULE D-STORM SEWER IMPROVEMENTS $282,623.00 ' 6th ADDITION-PROJECT SUBTOTAL $1,294,304.00 +7.5%CONTINGENCIES a97,073.00 SUBTOTAL $1,391,377.00 ' +30%INDIRECT COSTS $417,413.00 6th ADDITION-PROJECT TOTAL $1,808,790.00 ' Prelim Qty Takeoffs Page 5 of 16 , OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145#h Street West Rosemount, MN 55068 ' 7TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $11,900.00 $11,900.00 ' 2 2104.501 REMOVE CURBAND GUTTER LIN FT 20 $4.50 $90.00 3 2104.505 REMOVE BITUMINOUS PAUEMENT SQ YD 18 $5.00 $90.00 4 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 52 $3.50 $182.00 t 5 2105.507 SUBGRADE EXCAVATION CU YD 20 $5.00 $100.00 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 4700 $10.00 $47,000.00 7 2105.525 TOPSOIL BORROW(CV) CU YD 20 $1b.00 $300.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 17.85 $250.00 $4,462.50 ' 9 2211.501 AGGREGATE 6ASE CLASS 5 TON 2350 $10.00 $23,500.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE(C) TON 625 $38.00 $23,750.00 11 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE(C) TON 625 $35.00 $21,875.00 , 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 285 $2.00 $570.00 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 10 $10.00 $100.00 14 2521.501 6"CONCRETE WALK SQ FT 16700 $4.00 $66,800.00 15 2531.501 CONCRETE CURBB GUTTER,DESIGN MODIFIED S LIN FT 3340 $9.00 $30,060.00 ' 16 2545.523 4"NON-METALLIC CONDUIT LIN FT 360 $7.00 $2,520.00 17 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 18 2564.531 SIGN PANELS TYPE C SQ FT 25 $25.00 $625.00 ' 19 2564.602 FURNISH&INSTALL SIGN PPNEL TYPE D EACH 2 $250.00 $500.00 20 2573.501 BALE CHECK EACH 150 $7.50 $1,125.00 21 2573.502 SILT FENCE;TYPE HEAVY DUTY LIN FT 4000 $2.00 $8,000.00 22 2575.501 SEEDING ACRE 2.3 $1,050.00 $2,415.00 , 23 2575.505 SODDING TYPE LAWN SQ YD 2600 $3.50 $9,100.00 24 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 $200.00 SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS $257,265.00 ' , t , ' ' Prelim Qty Takeoffs Page 6 of 16 ,' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAM WORK iCITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 155&21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 ' 7TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price , SCHEDULE B-SANITARY SEW921MPROVEMENTS 25 2503.602 8"X4"PVC TEE,C-900 PIPE EACH 7 $200.00 $1,400.00 , 26 2503.602 8"X4"PVC WYE EACH 47 $90.00 $4,230.00 27 2503.602 CONNECT TO EXISTING SANITARY gWER EACH 1 $750.00 $750.00 28 2503.603 SANITARYSEWER INSPECTION(TELEVISING) LIN FT 2920 $1.00 $2,920.00 , 29 2503.603 4"DUCTILE IRON PIPE SBlVER,C�52 LIN FT 350 $42.50 $14,875.00 30 2503.603 4"PVC PIPE SEWER,SDR 26 LIN FT 2550 $7.00 $17,850.00 31 2503.603 8"PVC PIPE SEWER,SDR 35 LIN FT 1775 $14.50 $25,737.50 32 2503.603 8"PVC PIPE SEWER,SDR 26 LIN FT 835 $16.00 $13,360.00 ' 33 2503.603 8"PVC PIPE SEWER,DESIGN PRESSURE,DR 18 LIN FT 31D $40.00 $12,400.00 34 2503.603 8"DUCTILE IRON PIPE S6NER,CL 52 LIN FT 60 $45.00 $2,700.00 34 2506.516 CASTWG ASSEMBLY EACH 22 $450.00 $9,900.00 , 35 2506.603 CONSTRUCT 8"OUTSIDE DROP LIN FT 16 $185.00 $2,960.00 36 2506.603 CONST 48"DIA SAN SeINER MANHOLE LW FT 265 $165.00 $43,725.00 SUBTOTAL-SCHEDULE B-SANITARY SEWER IMPR0IEMENTS $152,808.00 � SCHEDULE C-WATERMAIN IMPROVEMENTS 37 2504.602 HYDRANT EACH 4 $1,800.00 $7,200.00 38 2504.602 1"CORPORATION STOP EACH 28 $60.00 $1,680.00 , 39 2504,602 6"GATE VALVEAND BOX EACH 4 $550.00 $2,200.00 40 2504.602 8"GATE VALVE AND BOX EACH 5 $800.00 $4,000.00 41 2504.602 1"CURB STOP&BOX EACH 28 $125.00 $3,500.00 ' 42 2504.602 CONNECT TO EXISTING WATERMAW(8") EACH 2 $750.00 $1,500.00 43 2504.603 1"TYPE K COPPER PIPE LIN FT 1230 $8:00 $9,840A0 44 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 40 $18.00 $720.00 45 2504.603 8"WATER MAIN-DUCT IRON CL 52 LW FT 1860 $20.00 $37,200.00 ' 46 2504.604 4"POLYSTYRENE INSULATION SQ YD 20 $20.00 $400.00 47 2504.608 DUCTILE IRON FITTINGS POUND 2200 $2.00 $4,400.00 SUBTOTAL-SCHEDULE C-WATERMAIN IMPROVEMENTS $72,640.00 ' , ' , ' Prelim Qty Takeoffs Page 7 of 16 , OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 ' 7TH ADDITION � No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE D-STORM SEWER IMPRONEMENTS 9 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 1110 $22.Q0 $24,420.00 , 10 2503.541 18"RC PIPE SEINER DESIGN 3006 CLASS III LIN FT 920 $24.00 $22,080.00 11 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT ' 60 $26,00 $1,560.00 12 2503.541 30"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 470 $38.00 $17,860.00 ' 13 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 100 $57.50 $5,750.00 14 2506.501 CONSTRUCT DRAINAGE SfRUCTURE DESIGN 48-4020 LIN FT 95 $175.00 $16,625.00 15 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 35 $225.00 $7,875.00 16 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT 10 $625.00 $6,250.00 ' 17 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 4 ' $900.00 $3,600.00 18 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SFECIAL 1 EACH 9 $1,100.00 $9,900.00 19 2506.516 CASTING ASSEMBLY EACH t7 $400.00 $6,80Q.00 ' SUBTOTAL-SCHEDULE D-STORM SEWER IMPROVEMENTS $122,720.00 7th ADDITION-PROJECT SUBTOTA� $605,433.00 , +7.5%CONTINGENCIES $45,407.00 ` SUBTOTAL $650,840.00 +30%INDIRECT COSTS 5195,352.00 ' 7th ADDITION -PROJECT TOTAL $846,090.00 � ' ' ' ' , ' Prelim Qty Takeoffs Page 8 of 16 ' _ OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTIUTY CONSTRUCTION AND APPURTENANT WORK , GITY OF ROSEMOUNT PROJECT NO.389 , WSB PROJECT NO. 155&21 , City of Rosemount 2875-145th Street West Rosemount, MN 55068 ' 8TH ADDITION No. Mat. No. Item Units Qty Unit Price To�al Price , SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $6,400.00 $6,400.00 , 2 2104.501 REMOVE CURBAND GUTTER LIN FT 20 $4.50 $90.00 3 2104.505 REMOVE BITUMINOUS PAUEMENT SQ YD 18 $5.00 $90.00 4 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 52 $3.50 $182.00 ' 5 2105.507 SUBGRADE EXCAVATION CU YD 20 $5.00 $100.00 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 3500 $10.00 $35,000.00 7 2105.525 TOPSOIL BORROW(CV) CU YD 20 $15.00 $300.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 14.4 $250.00 $3,600.00 , 9 2211.501 AGGREGATE 6ASE CLASS 5 TON 1730 $10.00 $17,300.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE{C) TON 500 $38.00 $19,000.00 11 2350.502 TYPE LV 3 NON WEARWG COURSE MIXTURE(C) TON 500 $35.00 $17,500.00 ' 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 225 $2.00 $450.00 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 20 $10.00 $200.00 14 2521.501 6"CONCRETE WALK SQ FT 14400 $4.00 $57,600.00 15 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT 2735 $9.00 $24,615.00 , 16 2545.523 4"NON-METALLIC CONDUIT LIN FT 300 $7.00 $2,100.00 17 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 18 2564.531 SIGN PANEIS TYPE C SQ FT 19 $25.00 $475.00 ' 19 2564.602 FURNISH&INSTALL SIGN PPNEL TYPE D EACH 3 $250.00 $750.00 20 2573.501 BALE CHECK EACH 40 $7.50 $300.00 21 2573.502 SILT FENCE,TYPE HEAVY DUIY ' LIN FT 3600 $2.00 $7,200.00 22 2575.501 SEEDING ACRE 0.7 $1,050.00 $735.00 , 23 2575.505 SODDING TYPE LA1MV SQ YD 750 $3.50 $2,625.00 24 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 $200.00 SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS $198,812.00 ' SCHEDULE B-SANITARY SEWB2 IMPROVEAAENTS 25 2503.602 CONNECT TO EXISTING SANITARY gWER EACH 1 $750.00 $750.00 26 2503.602 8"X4"PVC WYE EACH 18 $90.00 $1,620.00 ' 27 2503.603 CONSTRUCT 8"OUTSIDE DROP LIN FT 4 $200.00 $800.00 27 2503.603 SANITARYSEWER INSPECTION(TELEVISING) LIN FT 1200 $1.00 $1,200.00 28 2503.603 4"PVC PIPE SEWER,SDR 26 LIN FT 900 $7.00 $6,300.00 ' 29 2503.603 8"PVC PIPE SEWER,SDR 35 LIN FT 750 $14.50 $10,875.00 30 2503.603 8"PVC PIPE SEWER,SDR 26 LIN FT 450 $17.00 $7,650.00 31 2506.516 CASTING ASSEMBLY EACH 8 $450.00 $3,600.00 ' 32 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT 102 $165:00 $16,830.00 SUBTOTAL-SCHEDULE B-SANITARY SEWER IMPRO�EMENTS 549,625.00 ' ' Prelim Qty Takeoffs Page 9 of 16 , OPINION OF PROBABLE COST ' GLENDALOUGH STH-10TH ADDITIONS STREETAND UTILITY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PR.OJECT NO.389 WSB PROJECT NO. 1556-21 , City of Rosemount • 2875-145th Street West Rosemount, MN 55068 , 8TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price , SCHEDULE C-WATERMAIN IMPROVEMENTS ' 33 2504.602 HYDRANT EACH 3 $1,800.00 $5,400.00 34 2504.602 1"CORPORATION STOP EACH 18 $60.00 $1,080.00 35 2504.602 6 GATE VALVEAND B(1X EACH 3 $550.00 $1,650.00 36 2504.602 8"GATE VALVEAND BOX EACK 4 $800.00 $3,200.00 ' 37 2504.602 1"CURB STOP 8�BOX EACH 18 $125.00 $2,250.00 38 2504.602 CONNECT TO EXISTING WATERMAIN(8") EACH 2 $750.00 $1,500.00 39 2504.603 1"TYPE K COPPER PIPE LIN FT 750 $8.00 $6,000.00 , 40 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 37 $18.00 $576.00 41 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT 1425 $20.00 $28,500.00 42 2504.604 4"POLYSTYRENE INSULATION SQ YD 20 $20.00 $400.00 43 2504.608 DUCTILE IRON FITTINGS POUND 1850 $2.00 $3,700.00 ' SUBTOTAL-SCHEDULE C-WATERMAIN IMPROVEMENTS $54,256.00 SCHEDULE D-STORM SEWER IMPROVEMENTS , 44 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V UN FT 680 $22.00 $14,960.00 45 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $750.00 $750.00 46 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 20 $175.00 $3,500.00 ' 47 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SFECIAL 1 EACH 3 $1,700.00 $3,300.00 48 2506.516 CASTING ASSEMBLY EACH 5 $400.00 $2,000.00 SUBTOTAL-SCHEDULE Q-STORM SEWER IMPROVEMENTS $24,570.00 I8th ADDITION-PROJECT SUBTOTAL 5327,203.00 +7.5°k CONTINGENCIES 524,540.00 ' SUBTOTAL $351,743.00 +30%INDIRECT COSTS $105,523.00 � 8th ADDITION -PROJECT TOTAL $457,270.00 , ' , , ' Prelim Qty Takeoffs Page 10 of 16 � OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-70TH ADDITIONS STREET AND UTILITY CONSTRUCTION ANfl APPURTENANT WORK , CITY OF ROSEMOUNT PROJECT NO.389 : WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 � 9TH ADDITION -*SEE NOTE BELOW No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $8,000.00 $8,000.00 ' 2 2104.501 REMOVE CURBAND GUTTER LIN FT 20 $4.50 $90.00 3 2104.505 REMOVE BITUMINOUS PAUEMENT SQ YD 18 $5.00 '$90.00 4 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) UN FT 52 $3.50 $182.00 ' 5 2105.507 SUBGRADE EXCAVATION CU YD 20 $5.00 $100.00 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 3100 $10.00 $31,000.00 7 2105.525 TOPSOIL BORROW(CV) GU YD 20 $15.00 $300.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 11.6 $250.00 $2,900.00 ' 9 2211.501 AGGREGATE 64SE CLASS 5 TON 1540 $10.00 $15,400.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE(C) TON 410 $38.00 $15,580.00 11 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE(C) TON 410 $35.00 $14,350.00 , 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 185 $2.00 $370.00 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 20 $1Q.00 $200.00 14 2521.501 6"CONCRETE WALK SQ FT 10950 $4.00 $43,800.00 15 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S lIN FT 2320 $9.00 $20,880.00 ' 16 2545.523 4"NON-METALUC CONDUIT LIN FT 0 $7.00 $0.00 17 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 18 2573.501 BALE CF�CK EACH 80 $7.50 $600.00 ' 19 2573.502 SILT FENCE,TYPE HEAUY DUTY LIN F� 4200 $2.00 $8,400.00 20 2575.501 SEEDING ACRE 1.6 $1,050.00 $1,680.00 21 2575.505 SODDING TYPE LA1MV SQ YD 1700 $3.50 $5,950.00 22 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 $200.00 ' SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS 5172,072.00 SCHEDUIE B-WATERMAIN IMPROVEMENTS ' 23 2504.602 HYDRANT EACH 3 $1;800:00 $5,400.00 24 2504.602 1"CORPORATION STOP EACH 26 $60,00 $1,560.00 25 2504.602 6"GATE VALVEAND BOX EACH 3 $550.00 $1,650.00 26 2504.602 8"GATE VALVEAND BOX EACH 4 $800.00 $3,200.00 , 27 2504.602 1"CURB STOP&BOX EACH 26 $125.00 $3,250.00 28 2504.602 CONNECT TO EXISTING WATERMAIN(8") EACH 3 $750.00 $2,250.00 29 2504.603 1"TYPE K COPPER PIPE LIN FI' 1300 $8.00 $10,400.00 ' 30 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT 30 $18.00 $540.00 31 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT 1600 $20.00 $32,000.00 32 2504.604 4"POLYSTYRBVE INSULATION SQ YD 20 $20.00 $400.00 33 2504.608 DUCTILE IRON FITTINGS POUND 2500 $2.00 $5,OOOAO ' SUBTOTAL-SCHEDULE B-WATERMAIN IMPROVEMENTS $65,650.00 � , Prelim Qty Takeoffs Page 11 of 16 ' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 � WSB PROJECT NO. 1556-21 , City of Rosemount 2875-145th Street West Rosemount, MN 55068 , 9TH ADDITION -*SEE NOTE BELOW , SCHEDULE C-STORM SEWER IMPROVEMENTS ' 34 2501.515 60"RC PIPE APRON W/PI�ING EACH 1 $3,250.00 $3,250.00 35 2501.602 TRASH GUARD FOR 60"PIPE PPRON EACH 1 $1,500.00 $1,500.00 ' 36 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 470 $22.00 $10,340.00 37 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 60 $24.00 $1,440.00 38 2503.541 36"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 550 $57.50 $31,625.00 39 2503.541 42"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 700 $65.00 $45,500.00 , 40 2503.541 60"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 150 $165.00 $24,750.00 41 2503.602 CONNECT TO EXiSTING STORM SEWER EACH 2 $750.00 $1,500.00 42 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 10 $175.00 $1,750.00 ' 43 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 33 $225.00 $7,425.00 44 2506.501 CONSTRUCT DRAINAGE SfRUCTURE DESIGN 72-4020 LIN FT 44 $275.00 $12,100.00 45 2506.501 CONSTRUCT DRAINAGE,SfRUCTURE DESIGN 78-4020 LIN FT 15 $378.00 $5,670.00 46 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 108-4020 LW FT 10 $625.00 $6,250.00 ' 47 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 3 $900.00 $2,700.00 48 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN Sf�CIAL 1 EACH 4 $1,100.00 $4,400.00 49 2506.516 CASTING ASSEMBLY EACH 15 $400.00 $6,000.00 , 50 2511.501 RANDOM RIPRAPCLASS IV CU YD 34 $65.00 $2,210.00 51 2511.515 GEOTEXTILE FILTER NPE IV SQ YD 51 $3.50 $178.50 SUBTOTAL-SCHEDULE C-STORM SEWER IMPROVEMENTS , $168,559.00 ' 9th ADDITION-PROJECT SUBTOTAL 5406,311.00 +7.5°k CONTINGENCIES $30,470.00 SUBTOTAL $436,781.00 ' +30°k INDIRECT COSTS $131,034.00 9th ADDITION -PROJECT TOTAL $567,820.00 ' "AS PRESENTLY PHASED-THE SANITARY gWER IN THE 9TH ADDITION WILL , BE CONSTRUCTED ASPART OFTHE 7TH ADDITION ' ' ' ' Prelim Qty Takeoffs Page 12 of 16 ' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK _ ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 , City of Rosemount 2875-145th Street West Rosemount, MN 55068 ' 10TH ADDITION No. Mat. No. Item Units Qty Unit Price Total Price ' SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM 1 $8,000.00 $8,000.00 ' 2 2104.501 REMOVE CURBAND GUTTER LIN FT 10 $4.50 $45.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 9 $5.00 $45.00 4 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN Ff 26 $3.50 $91.00 5 2105.507 SUBGRADE EXCAVATION CU YD 20 $5.00 $100.00 , 6 2105.522 SELECT GRANULAR BORROW(CV) CU YD 3650 $10.00 $36,500.00 7 2105.525 TOPSOIL BORROW(CV) CU YD 20 $15.00 $300.00 8 2112.501 SUBGRADE PREPARATION ROAD STA 14.4 $250.00 $3,600.Q0 ' 9 2211.501 AGGREGATE 6ASE CLASS 5 TON 1815 $10.00 $18,150.00 10 2350.501 TYPE LV 3 WEARING COURSE MIXTURE(C) TON 485 $38.00 $18,430.00 11 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE(C) TON 485 $35.00 $16,975.00 12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 220 $2.00 $440.00 , 13 2451.602 GRANULAR FOUNDATION AND/OR B�DING TON 20 $10.00 $20Q.00 14 2521.501 6"CONCRETE WALK SQ FT 9900 $4.00 $39,600.00 15 2521.604 2"BITUMINOUS PATH SQ YD 1450 $14.00 $20,300.00 ' 16 2531.501 CONCRETE CURBB�GUTT'ER,DESIGN MODIFIED S LIN FT 2640 $9.00 $23,760.00 17 2545.523 4"NON-METALLIC CONDUIT LIN FT 180 $7.00 $1,260:00 � 18 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,000.00 $2,000.00 19 2573.501 BALE CHECK EACH 50 $7.50 $375.00 , 20 2573.502 SILT FENCE,TYPE HEAVY DUTY LIN FT 3500 $2.00 $7,000.00 21 2575.501 SEEDING ACRE 2 $1,050.00 $2,100.00 22 2575.505 SODDING TYPE LAIMV SQ YD 2750 $3.50 $9,625.00 , 23 2575.523 EROSION GONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.00 $200.00 SUBTOTAL-SCHEDULE A-SURFACE IMPROVEMENTS $209,096.00 SCHEDULE B-SANITARY SEWBt IMPROVEMENTS , 24 2503.602 CONNECT TO EXISTING SANITARY gWER EACH 1 $750.00 $750.00 25 2503.602 8"X4"PVC TEE,C-900 PIPE EACH 9 $200.00 $1,800.00 25 2503.602 8"X4"PVC WYE EACH 16 $90.00 $1,440.00 ' 26 2503.603 SANITARYSEWER INSPECTION(TELEVISING) LIN FT 1225 $7.00 $1,225.00 27 2503.603 4"DUCTILE IRON PIPE SL'WER,CL 52 LIN FT 320 $42.50 $13,600.00 27 2503.603 4"PVC PIPE SEWER,SDR 26 LIN FT 1200 $T.00 $8,400.00 28 2503.603 8"PVC PIPE SEWER,SDR 35 LIN FT 260 $15.40 $4,004.00 ' 29 2503.603 8"PVC PIPE SEWER,SDR 26 LIN FT 460 $16.00 $7,360.00 30 2503.603 8"PVC PIPE SEWER,DESIGN PRESSURE,DR 18 LIN FT 505 $40.00 $20,200.00 31 2506.516 CASTING ASSEMBLY EACH 8 $450.00 $3,600:00 ' 32 2506.603 CONST 48"DIA SAN SEWER MANHOLE LIN FT 175 $165.00 $28,875.00 SUBTOTAL-SCHEDULE B-SANITARY SEWER IMPR0IEMENTS $91,254.00 � ' Pretim Qty Takeoffs Page 13 of 16 , OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAM'WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 . , City of Rosemount 2875-145th Street West Rosemount, MN 55068 , 10TH ADDITION , SCHEDULE C-WATERMAIN IMPROVEMENTS 33 2504.602 HYDRAIVT EACH 3 $1,800.00 $5,400.00 34 2504.602 1"CORPORATION STOP EACH 25 $60.00 $1,500.00 35 2504.602 6"GATE VACVEAND BOX EACH 3 $550.00 $1,650.00 ' 36 2504.602 8"GATE VALVEAND BOX EACH 4 $800.00 $3,2Q0.00 ` 37 2504.602 1"CURB STOP&BOX EACH 25 $125.00 $3,125.00 38 2504.602 CONNEGT TO EXISTING WATERMAIN(8") EACH 2 $750.00 $1,500.00 ' 39 2504.603 1"TYPE K COPPER PIPE LIN FT 1500 $8.00 $12 000.00 40 2504.603 6"WATER MAIN-DUCT iRON CL 52 LIN FT 60 $18.00 $1,080.00 41 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT 1470 $20.00 $29,400.00 42 2504.604 4"POLYSTYR9�IE INSULATION SQ YD 20 $20.00 $400.00 ' 43 2504.608 DUCTILE IRON FITTINGS POUND 2000 $2.00 $4,000.00 SUBTOTAL-SCHEDULE C-WATERMAIN IMPROVEMENTS $63,255.00 ' SCHEDULE D-STORM SEWERIMPROVEMENTS 44 2451.602 GRANULAR FOUNDATION MATERIAL TON 200 $3.00 $600.00 45 2501.515 18"RC PIPE APRON EACH 1 $475.00 $475.00 , 46 2501.602 TRASH GUARD FOR 18"PIPE FPRON EACH 1 $375.00 $375.00 47 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 1040 $22.00 $22,880.00 48 2503.541 18"RC PIPE SEINER DESIGN 3006 CLASS III LIN FT 115 $24.00 $2,760.00 49 2503.541 21"RC PIPE SEWER DESIGN 3006 CLASS IN LIN FT 29 $26.00 $754.00 ' 50 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 $750.00 $750.00 51 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 45 $175.00 $7,875.00 52 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH 1 $1,100.00 $1,100.00 ' 53 2506.502 CONSTRUCT DRAINAGE SfRUCTURE DESIGN SFECIAL 1 EACH 5 $1,100.00 $5,5Q0.00 54 2506.516 CASTING ASSEMBLY EACH 7 $400.00 $2,800.00 55 2511.501 RANDOM RIPRAPCLASS N GU YD 8 $65.00 $520.00 , 56 2511.515 GEOTEXTILE FILTER TYPE N SQ YD 12 $5.00 $60.00 SUBTOTAL-SCHEDULE D-STORM SEWER IMPROVEMENTS $46,449.00 ' 10th ADDITION-PROJECT SUBTOTAL $410,054.00 +7.5°k CONTINGENCIES $30,754.00 SUBTOTAL 5440,808.00 '" +30%INDIRECT COSTS $732,242.00 10th ADDITION -PROJECT TOTAL $573,050.00 � ' ' Prelim Qty Takeoffs Page 14 of 16 ' ' Park Dedication Fees Appendix 1-pg 9 The City of Rosemount Parks Commission determines the acceptable area for park dedication. Aii Park Dedication _ ' Fees were paid previously by the CPDC at the initial platting of the Evermoor Development. As such, no additionai fees will be coliected as part of this proposed development ' eogt�nhic Information$ystems Fees(GISI Appendix I-pg 4 , Requirements: 1)$55.00 per Lot/Unit , 35 Total Proposed Dwelling Units in the 5th Addition 35 D.U.x$55.00 per D.U. _$1,925 required GIS Fee $1,925 , Trunk Sanitary Sewer Area Assessment Appendix 1-pg 7 ' Requirements: 1)$1,045.00 per Acre ' 23.14 Acres Total Area in the 5th Addition 23.14 Acres x$1,045.00 per Acre=$24,181.30 Trunk Sanitary Sewer Area Assessment $24,181.30 , Trunk Watermain Area Assessment Appendix l-pg 7 ' Requirements 1)$4,210.00 per Acre , 23.14 Acres Total Area in the 5th Addition 23.14 Acres x$4,210.00 per Acre=$97,419.40 Trunk Watermain Area Assessment $97,419.40 ' � ' ' � ' ' Estimated Fees 1 of 2 ' , CITY FEES CALCULATIONS - 5th Addition Onlv ' Engineering Fees Engineering Fees are estimated at 17%of the total estimated construction costs. Estimated Engineering Fees include the preparation of the Feasibilty Report, Final Design, , preparation of Construction Plans and Specifications, Construction Services and Materiai Testing.) Total estimated construction costs=$798,930 x 0.17=$135,818 Estimated Engineering Fee , $135,818 Attorney Fees tAttorney fees are estimated at$5,000 for this project. ' C�Administration Fee � City Administration Fees are 5%of the totai estimated construction costs. , Actual construction costs will be used when the final fee is coilected. Total estimated construction costs=$798,930 x 0.05=$39,947 Estimated City 5%Administration Fee , $39,947 Street Light Enerav Costs , Street light energy costs are determined by the following equation: Number of street lights in the development x$5.00/month/light x 24 months ' Total number of street lights is estimated to be 8 for this development Street light energy cost=8 street lights x$5.00/month/light x 24 months=$960 ' $960 . Street Seal Coating Costs ' Street Seal Coating Costs have been determined to be$0.60 per square yard of new public roadways. Area of proposed public streets=6,325 Square Yards ' Street Seal Coating Costs=$0.60/S.Y. pubiic streets x 6,325 S.Y. public streets=$3,795 $3,795 ' , , ' Estimated FeesCityFees 2 of 2 ' , ' Development Name: Evermoor's Glendalough—5�'Addition ' Date of Plans: Date of Fee Calculation: 15 November 2004 DATED 03 Jan 2005 ' ' 1.Total site area(acres): 23.144 Acres , 2.Ponding area to HWL(acres): Pond 1: 0 ' Pond 2: 0 Pond 3: 0 ' Total ponding area(acres): 0 3.Floodplain area not included in ponding area(acres): 0 , 4.Tota1 wetland not included in ponding or floodplain area(acres): 0 5.Public park area(acres): 0 ' 6.County and Sta.te road right-of-way area(acres): 0 7.Determine Net Developable Area: 23.144 Acres ' Equation:Net Developable Area=Item 1 —Item 2—Item 3—Item 4—Item 5—Item 6 23.144Acres=23.144-0-0-0-0-0. ' 8.Determine Total Lateral Trunk Conveyance Fee: 8a.Fee at Time of�nal Plat 8b.Fee at Time of Building Permit ' Equation: (Item I.'7)($6,015/acre)=Lateral Trunk Lateral Trunk Conveyance Fee Part 2: Conveyance Fee Part 1 (2005 Rate) ' Low Density Residential=$670/lot _(23.144 acres)($6,015/acre)—2005 Rates High Density Residential=$250/unit Commercial/Industrial and Other I,and Uses=(Item _$139,211.00—2005 Rates I.7)($2,005/Net Developable Acre) ' Densi =351ots/23.144 acres � =1.511ots!acre ' Fee=351ots g$670/lot—2005 Rates _$23,45Q—2005 Rates ' ' ' November 6,2003 M.•101556-211FeasibilerylTRLINK FEE CALC Sth Add.rtf , , ' 1.Is off-site ponding provided?If no,no fee required and skip to Item 2. If es, ski to Item 3. Y N X ' 2.Is on-site ponding oversized at the request of the City? If yes, skip to Section III. If no,enter$0 in Item II.4 and skip Y N X to Section V , 3.Circle applicable fee scale: a. 1-3 lots/acre: $2,675/lot , b. Greater than 3 lots/acre: $7,515/acre c. Public/InstitutionaUCommerciaUIndustrial: $8,020/acre ' 4.Determine Ponding Fee: Equation: (Item I.'n(Fee scale in Item 3)=Ponding Fee=$0.00 , ' 1.On-site storage required(cubic yards): 2. On-site stora.ge provided(cubic yards): , 3.Excess starage provided: Equation: Item 3—Item 2=Excess cubic yards ' 4.Determine excess storage credit Equation: (Item 4)($1/cubic yard)=Excess storage credit ' S.Additional land required for pond(acres): 6.Determine excess land cost credit for pond , Equation: (Item 6)($30,000/acre)=Excess land cost 7.Determine Total Ponding Credit ' Equation: Item 4+Item 6= Total Ponding Credit ' 1.Determine total storm water ponding fee Equation: Item II.4—Item III.8=Total Storm Water Ponding Fee=$0.00 ' ' List any other considerations to be taken into account into the calculation of the fees: The fees for this analysis have been calculated using the current 2004 rates. The Fee Schedule current at the time of , Final Platting will be used to determine the actual fees. The estimated fees using the proposed 2005 Fee Schedule have been included below as a reference. ' November 6,2003 ' M.•101556-211FeasibilitylTRi1NKFEE CALC 5th Add.rtf ' ' 1.Determine Total Lateral Trunk Conveyance and Ponding Fee Fee at Time of Final Plat Fee at Time of Building Permit ' Equation:Item I.8a+Item N.l=Total Fee at Fina1 Plat Equation:Item I.8b=Total Fee at Building Permit $139,211.16—2005 Rates $23,450—2005 Rates ' Calculations performed by John D.Hardy,P.E. Date November 15.2004 , Calculations updated by Anthony A.Aderhold,P.E. Date Jaunary 3,2005 , ' ' ' , ' , ' ' ' ' ' ' November 6,2003 ' M.•101556-211FeasibilitylTRUNKFEE CALCSth Adcl.rtf � OPINION OF PROBABLE COST , GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 ' City of Rosemount 2875-145th Street West Rosemount, MN 55068 � ' LIFT STATION AND FORCE MAIN ` No. Mat. No. Item Units Qty Unit Price Total Price , SCHEDULE A-6th ADDITION FORCEMAIN 1 2021.501 MOBILIZATION LUMP SUM 1 $1,350.00 $1,350.00 ' 2 2503.602 CONNECT TO EXISTING FORCE MAIN EACH 1 $1,500.00 $1,500.00 3 2503.603 18"FORCE MAIN,DUCTILE IRON PIPE LIN FT 1100 $60.00 $66,000.00 ' PROJECT SUBTOTAL $68,850.00 +7.5%GONTINGENCIES $5,164.00 SUBTOTAL $74,014.00 ' +30%INDIRECT COSTS $22,204.00 FORCE MAIN -6th ADDITION -PROJECT TOTAL $96,220.00 ' SCHEDULE B-7th ADDITION FORCEMAIN 1 2021.501 MOBILIZATION LUMP SUM 1 $1,490:00 $1,490.00 2 2503.602 CONNECT TO EXISTING FORCE MAW EACH 1 $1,500.00 $1,500.00 , 3 2503.602 VALVE MANHOLE EACH 1 $15,000.00 $15,000.00 1 2503.603 12"FORCE MAIN,DUCTILE IRON PIPE LIN Ff 1060 $50.00 $53,000.00 2 2503.603 18"FORCE MAIN,DUCTILE IRON PIPE LIN FT 80 $60.00 $4,800.00 ' PROJECT SUBTOTAL $75,790.00 +7.5°k CONTINGENCIES $5,684.00 ' SUBTOTAL $81,474.00 +30%INDIRECT COSTS $24,442.00 FORCE MAIN -7th ADDITION -PROJECT TOTAL $105,920.00 ' , ' ' ' , Prelim Qty Takeoffs Page 15 of 16 ' OPINION OF PROBABLE COST ' GLENDALOUGH 5TH-10TH ADDITIONS STREET AND UTILITY CONSTRUCTION AND APPURTENAM'WORK ' CITY OF ROSEMOUNT PROJECT NO.389 WSB PROJECT NO. 1556-21 , City of Rosemount • 2875-145th Street West Rosemount, MN 55068 , lIFT STATION AND FORCE MAIN No. Mat. Na item Units Qty Unit Price Total Price ' SCHEDULE C-10th ADDITION LIFT STATION 1 2021.501 MOBILIZATION LUMP SUM 1 $4,240.00 $4,240.00 ' 2 2105.501 COMMON EXCAVATION CU YD 20 $5.00 $100.00 3 2105.525 TOPSOIL BORROW(CV) CU YD 5 $15.00 $75.00 4 2501.515 24"RC PIPE APRON EACH 1 $525.00 $525.00 , 5 2501.602 TRASH GUARD FOR 24"PIPE PPRON EACH 1 $425.00 $425.00 6 2501.602 SKIMMER EACH 1 $3,000.00 $3,000.00 7 2503.541 24"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 165 $28.00 $4,620.00 8 2503.602 CONNECT TO EXISTING FORCE MAIN EACH 1 $1,000.00 $1,OOOAO ' 9 2503.603 12"FORCE MAIN,DUCTILE IRON PIPE LIN FT 20 $50.00 $1,000.00 10 2506.601 LIFT STATION AND APPURTENANCES LUMP SUM 1 $200,Q00.00 $200,000.00 11 2573.502 SILT FENCE,TYPE HEAVY DU7Y LIN FT 500 $2.00 $1,000.00 ' 12 2575.501 SEEDING ACRE 0.25 $1,050.00 $262.50 13 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 20 $2.00 $40.00 . PROJECT SUBTOTAL $216,288.00 , +7.5%CONTINGENCIES $16,222.00 SUBTOTAL $232,510.00 , +30%INDIRECT COSTS $69,T53.00 LIFT STATION -10th ADDITION -PROJECT TOTAL $302,260.00 ' � , ' _' ' ' Prelim Qty Takeoffs Page 16 of 16 • ' . ICITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA ' RESOLUTION 2004 - g 6 - � A RESOLUTION ORDERING A FEASIBILITY REPORT FOR . .'� , Tx ADDITION AND REMAINING GLENDALOUGH ADDITION THE GLENDALOUGH 5 STREET AND UTILITY IIVIPROVEIVIENTS , CITY PROJECT#389 REAS the City Council of the City of Rosemount has received a request fr�a LS cd�entlBy behing � '�E ' lat ro osed by Llmdgren Brothers to investigate the feasibility af a prelirninary p p P reviewed by the City, and ' S it is understood that the preparation of a feasibility report is at Lundgren Brothers request WHEREA , and Lundgren Brothers expense and in no way implies or guarantees future development approva . ' FORE BE IT RESOLVED,the Staff is directed to have the necessary feasibility report NOW THERE re ared for the Glendalough 5`h Addition and Remaining Glendalough Addition Street and Utility ' p p Improvernents, City Project#389. ADOPTED this 17`h day of August,2004. : : , . . ' � William H.Droste,Mayor , TEST: AT ' � . ��_�i , � rr,�L K� ' Linda Jenti ity Clerk ' � ' Motian by: Droste Second by: Riley q Droste, Riley, Strayton, DeBettignies . Voted in favor: Shoe-Corri an, , Voted against: None. , ' ' �_ _�-- -_—.-. _ ---— L _ _�_ —_�__ _ _ — _ �.-. --- -- - — --_._:_— ' �- ----- \ - � �;� �� \ —- �� __ - -_ �' � _ _ ,� � � � �- -�_, � � i �� '�� ,'� � �� n �_, � � �� -__ <•' ` � �7 ` � . � ` ��` � ` OUTLOT Z � � `� � � � � ) �" \ % � � �� ; ��`� ;� � �`�`� �� 16 � � _ � � � � � > �_ � , � % � ` �` _-- ,^,' "( � � 15 `,�� , -'; � � ,�-_ � � _�� P� (" l , ��: �� ,, "� \ \ 5pv,- � l , o I �" 14 Q" � � 2 � j " � �� C�`I`�'� � 1 � -- � � , � , s�o . � , , , , , .. , , � � � , � � , ,, � , , . , , � , ,�, � , „ , � .�� ' �� .3 � PROPOSED �� x � C � � � � �� PON� � PR POSED SANITAR < °' ' � �'� �� 4 � ' � � SE R LIFT STATION � � �-' � 5 ��;�� , ��\ ��`` \V � � 9 1C o eo �eo � �- � � ` g � �\ 6 ��\ \\ �" � � <'� `,� � � � � < �' �'`' \ 7 ``� �`� --�' � 7 � �� )�--.__ � _____ � ' � � � �� . �� _ __ � �� / . � �� - _- � �� . � � . - � ,- � r \ � � g ,- � � �� ,� � ` / _ � � �� LEGEND: �'� �� 1 ao �� ' �� =��\�� 5 � � �— PROPOSED WATERMAIN � � � �-- � � �o ' �� ,`, o� �a 14 f--- PROPOSED STORM SEWER �` ��, °' '� a �Pv / �2 �--�-- PROPOSED SANITARY SEWER � , � � � � _— — �', � -_ � �, � e�K 4 = 2 � ��F�-` PROPOSED SANITARY SEWER FORCEMAIN � � N , � ��, � ,�� '� ;;=- � c� » _ --- o, i , - > � � � PROPOSED STORM SEWER FORCEMAIN � `, � o ' ^ 3 , , � _.—i- �, � PROPOSED STREET CONSTRUCTION � --_ , t . ., ,'-', ��. ' . \ � to 6 N �, v � � PROPOSED CONCRETE WALK , „ , , , � , , � �,. — � � -. �, , , � ,; � - co � � �, , , / , � " ` '�� `� 0 PROPOSEQ BITUMINOUS TRAIL ,� 2 _ � , . „ , � --- - _ _ I 9 8 -- - � . , � � �, ^ _ , � � . , - ` � < � �, �� ,'% � � ' !�O� —�� o — ;, � �> � �� v� \ — � �� `�,� � � �� _ _ - - -- . „ . � � � „ . . ' ' ` ` ..ss„ � „ � � � � � . , � / � � ` � � � <�� _�-�- ,- � __ - �o - _ - - � --- � �� - - ---�_ / `\ j� � . z+o - _ -- �—� _ , � � �, , , �� ,.00 �� — N =�� , � � y -- � � � — - VEN I I � � ° "� —- i , � , _— __ ', -_, c uc►-rr 20 \ . � � i I � '� � � � �� ' ' � ��- �� 22 �� 19 � ' � � 1 ' � ro O I' ry � � � , 23 , � � m � `=��_ - -- �1-_----------_`� + �.a,�� ; � � , , � � ' �� r - ��o� �-�—_ ,� ��.. _ 18 �, � CONNECT TO � � � �/- ,� 3 _ , , � � _ , � _ . , �� 1 �. + �-- ��, ;� � � ' ' � � ' \ _ - -� � , �� _�- �ay--� ,, o , w N �, ---- I .',, \,,, �, ,' -- EXISTING WATERMAIN , � � , 8 9 17 / I � i � �� ; �--_� CONNECT TO EXISTING � �`.`. � _ o � �� ',`. a / � STORM SEWER �g p � ��y�;�; ti o�. - -� '" ' `$;`_�o �� / � ;;'" < � ; 7 10 - � �� Y � G`�%�� ;�" CONNECT FORCEMAIN TO - � � ��`��.�,, i � �4� J , . � � � � � pq ��-� G� " � EXISTING SANITARY SEWER � � � � N � �Po,; � '�-% 6 n .�. . . -.. � �\ ,� , '' .' �, s*n - �� x �/ / � � , , �99._ � _ ,\ ' �� P HAS E 5 WSB Project No.01556-21 November 16,2064 - 701 Xenia Avenue South,Suite 300 Minneapolis,MN 55416 GLENDALOUGH 5TH - 10TH ADDITIONS �RO SEMOLTNT www.wsbeng.com � DEVELOPEMENT PROJECT Figure Number , & Associates, Inc. MINNESOTA � �i��7635M11�8W-Fax7635M1i-1700 INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION � M:\01556-21\Feasibility�FlG_OS.dvg,1/1020058:34:07AM � L_ L\\ _ / ' � 6 5 CONNECT TO SANITARY � / SEWER - PHASE 5 q CONNECT TO STORM 8 ' SEWER - PHASE 5 �,�� / CONNECT TO � 3 WATERMAIN - PHASE 5 '--- ✓ � ' � �.-__•- _.. . — , �� j— N 6 <_._, -_ '-— ;N A`�N � C UC1iT� 20 Z 23 22 21 � � 1 � � - - j a- 18 �� \ � � 9 �� 12 � 24 �� 0 100 200 � � � � �� STORM SEWER / FORCEMAIN - PHASE 7 i � � ;� � � ' n \ 14 �2 / '� 15 � 10 LEGEND: / s � —�—�— PROPOSED WATERMAIN � - " �s / ' -E-�--- PROPOSED STORM SEWER � ' 8 �--� PROPOSED SANITARY SEWER n � s -�-- - PROPOSED SANITARY SEWER FORCEMAIN � , ' PROPOSED STORM SEWER FORCEMAIN 6 , . g �. g � ,, � C� PROPOSED STREET CONSTRUCTION / 6 PROPOSED CONCRETE WALK \\ �r �0 5� n N , � � ��, ,., --"" � PROPOSED BITUMINOUS TRAIL � �i s � ' � � o � � " c -- s-- n ��G� �� 5 10 ' � Z � _ 4 - 12 5 - - \� � ; � 11 /OUTLOT T ------ ¢ ------ / � _- __-_ > - _ ' ' / _ --'�-� 4 � ' __------�_ , � , �� t� - 12 � 3 \ - � - - _ \ a 14 �� 3 �� --- � ��. � 13 � � 2 � �� \ p' ¢� � �� i} � ti - �> , '�1q9�� J �4 � 1 , � m , q � � ' , � i ' . Q� P � �- ��•� � � 1 - , . - , � ' ' u � = ,o CONNECT TO EXISTING �_ � �'N S7RE WAiERMAIN i�I , �'�� , �� -. ET � � � -'��'.�'� � 16 � � " '.�% �' ------_ ' �_%.- '-' CONNECT STORM SEWER � -',i��: �� FORCEMAIN TO EXISTING ' / - � \ STORM SEWER ,;/� �.. �� , , ��\ ��',,�' � �; � \�\� ' �__ ' - 70 nia Avenue South,Suite 300 P HAS E 6 WSB Project No.01556-21 November 16,2004 Minneapolis,MN 55416 GLENDALOUGH 5TH - 10TH ADDITIONS �RO S EM�LTNT www.wsbeng.com � DEVELOPEMENT PROJECT Figure Number ' & Associates, Inc. MINNESOTA � �i i�7G}SM11d800-Fau 76�5M1t-1700 INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION ' M:\0155G21\Feasibiliry\FIG_O6.dwg,1110/20056:34:36AM ' ' i ; X��N� < PROPOSED STORM SEWER ' ��U�y LIFT STAION T � '� �qi �� / , � FUTURE ' � P� � 15 ____ _ __ _ SANITARY SEWER �� 1 � 2 FUTURE � �y , ,-'� WATERMAIN o � �� ,, , 1 , � ,s , � 18 __, _ ..�� -- a _ -— —,�—�1 __— �. _ �. _. __ -- , . . ------ --- � CONNECT TO SANITARY 19 GLENDAWOODS WAY } LEGEND: ' - ; SEWER — PHASE 6 � � g I � 16 � —•—�— PROPOSED WATERMAIN _— 7 � _ 2O J fi Y __—____ f-<--- PROPOSED STORM SEWER - a —- - --- -- -i -' f—�- PROPOSED SANITARY SEWER , _—� i • _�__ _ -__ — = ( 6 9 � �`� 15 PROPOSED SANITARY SEWER FORCEMAIN e.f._� � - - �VENu Ns� 21 � z - — PROPOSED STORM SEWER FORCEMAIN � TO N A O I _- ___ _ _ O � UCH ,_� _�_� - — �o 0 14 � PROPOSED STREET CONSTRUCTION � ' 22 w 5 �Q- — 0 PROPOSED CONCRETE WALK � - Q 13 0 PROPOSED BITUMINOUS TRAIL _ __- - ___-- __ � � -- - n . 23 4 -- ---- _— - - - - � � � � 12 - 12 � � ;� �, � � ��, 24 �, -� A ��- � 3 �, � � 13 � J' �� 4 \ 11 / '�\ / . i � ��x ,� . � ; .. I � 'x , � `�,� 10 / `0 �. '�� `�h � � �� C NNECT TO WATERMAIN — PHASE 6 / �� ,J=� CONNECT TO SANITARY � ' SEWER — PHASE 6 ' CONNECT TO STORM SEWER FORCEMAIN — PHASE 6 � � �'� P HAS E 7 WSB Project No.01556-21 November 16,2004 701 Xenia Avenue South,Suite 300 WSB Minneapolis,MN 55416 GLENDALOUGH 5TH - 10TH ADDITIONS �R O S E M O U N T www.wsbeng.com , � DEVELOPEMENT PROJECT Figure Number &Assoc�ates, Inc. h —11—'��-F��s�s a�-»o o M I N N ESOTA J INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION � M:\0155621\Feasibilily\FIG_07.Owg,1110/20058:35:12AM ! 1 � X 1 _� _ _ I � ____ I 11 __�-_ �� , � � � i8 9 ' CONNECT TO � 7 10 WATERMAIN — PHASE 6 � � CONNECT TO SANITARY ° 80 160 g ,� / SEWER — PHASE 6 � o � CONNECT TO STORM 5 99� / SEWER — PHASE 6 , 'L 12 � �G _– - --- , . � 4 � �9�� 13 �� , ' LEGEND: ounor�� — PROPOSED WATERMAIN 3 �9 - f � f-a---- PROPOSED STORM SEWER � '02 0 �J , �� 6 i�-� PROPOSED SANITARY SEWER � 2 sq ��,Z, P 5 \ °-- ° PROPOSED SANITARY SEWER FORCEMAIN I� �9� oJG � PROPOSED STORM SEWER FORCEMAIN P I � t � �� 4 � ��\ 0 PROPOSED STREET CONSTRUCTION I s� C� PROPOSED CONCRETE WALK � �� PROPOSED BITUMINOUS TRAIL ' =CONNEI14q � � � � s. .._�_--RA T R\q �� //� 1 , ,�� __ , ' ��_ �' � � � — _ �,,��>��, CONNECT TO EXISTING � �, ��:x�� WATERMAIN ` �� . OUTLOT T ' � \ ,� , � ' ' - 70 nia Avenue South,Suite 300 P HAS E 8 WSB Project No.01556-21 November 16,2004 Minneapolis,MN 55416 GLENDALOUGH 5TH - 10TH ADDITIONS �RO S EMOLTNT www.wsbeng.com � DEVELOPEMENT PROJECT Figure Number , & Associotes, Inc. � ��,,��sa�sa��aeoo-F�is�u�-»oo M 1 N N ESOTA INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION � M:\0155E21\Feasibility\FIG_8.dwg,1/10/20058:32:47AM � � ' X 1 1 ' '��' _ o eo ,eo --. � �' _ �� /" � � ��', / � � ' $ s �o �� A / \ \ — � � t2 ' / � �� LEGEND: 6 "� — � � �o �3 —�--�— PROPOSED WATERMAIN U� / ---- ' ti -�-Q-- PROPOSED STORM SEWER T 5 � �� 9qi / iq \ �-•-- PROPOSED SANITARY SEWER 1 U`z` �q -� -° PROPOSED SANITARY SEWER FORCEMAIN �` � 13 15 �. � P R O P O S E D S T O R M S E W E R F O R C E M A I N 4 � Q'� �� 15 � � � �� 0 PROPOSED STREET CONSTRUCTION v"� � � � � PROPOSED CONCRETE WALK � n , � � � 17 � � / s � � „! is � PROPOSED BITUMINOUS TRAIL � �� CONNECT TO SANITARY __ ' , � 18 SEWER - PHASE 6 ' _- -_ �- � SANITARY SEWER �_ _ � °•_•---� '_`� , CONNECT TO STORM I g PHASE 7 �g � _ SEWER - PHASE 6 I CONNECT TO STORM WATE MAIN� PHASE 7 __-_ _ � � SEWER - PHASE 7 1 �.�� / � � ' \ - -- WATERMAIN� PHASE 7 � _- - -,,�-+�-'-'-+« - �— _- _ , _-- __� _-. �_�_�-=:-�s===T- _ �--�-----N A�E��N � __ _�-- C UCHTO ' � ' - �� P HAS E 9 WSB Project No.01556-21 November 16,2004 701 Xenia M nneapofst MNU15541�6 www.wsbeng.com GLENDALOUGH 5TH - 10TH ADDITIONS �RO SEMOUNT � DEVELOPEMENT PROJECT Figure Number ' &Associates, Inc. � �i i�763�541d800 Faz76�541-1700 M I N N ESOTA INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION ' M:\0155621\Feasibility\FIG_9.dwg,1/10/2Wr 8:33:11 AM � � � � ---- - ----- L __ _ _ _ 7. - _--��_ ---..- , _ - -- � ' I 15 14 -- _____ — - 13 t2 11 10 g \ � � '' , i" 12 � —.�—+�• � —� — 8 o eo 160 ' _— -- ,_ �-- � �—___ -_� tn 8 � OUTLOT Y —__ _-- --- PRPO D� W � �� __ —_ —.-�� 7 , � 7 W O __. � � — _ — .. ._.. . �� 9 - �'�� s LEGEND: � ___ _ _ ��'��.,_ � ;'� �V s s -�—�- PROPOSED WATERMAIN , %� --- _- _ �� '� s $--- PROPOSED STORM SEWER ♦--•- PROPOSED SANITARY SEWER � � ��, --�- — -- `� - PROPOSED SANITARY SEWER FORCEMAIN CONNECT TO ��\ \ 4 a PROPOSED STORM SEWER FORCEMAIN WATERMAIN — PHASE 9 __ _ __— _ 0 PROPOSED STREET CONSTRUCTION , __-- -- 3 g � PROPOSED CONCRETE WALK _ _ I 0 PROPOSED BITUMINOUS TRAIL ___� . ---_ _ , 1 ' i 1 2 2 � �_ 1 - _ -_ --� , GLENDAWOODS WAY � � '_ ^ ' - _ - 8 I} 16 � i � � CONNECT TO STORM SEWER — PHASE 7 CONNECT TO SANITARY 1 SEWER — PHASE 7 CONNECT TO WATERMAIN — PHASE 7 � i - �� P HAS E 10 WSB Project No.01556-21 November 16,2004 701 Xenia Avenue South,Suite 300 Minneapolis,MN 55416 GLENDALOUGH 5TH - 10TH ADDITIONS �RO S EMOUNT ws'B www.wsbeng.com Figure Number � & Asso��. 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