HomeMy WebLinkAbout6.m. Receive Feasibility Report/Authorize Plans and Specifications - Prestwick Place 2nd Addition and Utility Improvements, City Project #409 ROSEMOUNT EXECUTIVE SUMMARY
CITY COUNCIL
City Council Meeting: July 15, 2008
AGENDA ITEM: Receive Feasibility Report/Authorize
Plans and Specifications Prestwick AGENDA SECTION:
Place 2 Addition Street and Utility Consent
Improvements, City Project #409
PREPARED BY: Andrew J. Brotzler, PE, City Engineer AGENDA NO. up./11
ATTACHMENTS: Feasibility Report; Resolution, Map APPROVED BY:
RECOMMENDED ACTION: Motion to Adopt a Resolution Receiving the Feasibility Report
and Authorizing the Plans and Specifications for Prestwick Place 2 Addition Street and
Utility Improvements, City Project #409
BACKGROUND:
On February 19, 2008 the Rosemount City Council authorized the preparation of an Engineering
Feasibility Report for the Prestwick Place Street and Utility Improvements. This project has been
designated as City Project #409 and a copy of the Feasibility Report for the Prestwick Place Street and
Utility Improvements is attached. This report addresses the construction of both public and private streets
and public utility improvements necessary for the development of Prestwick Place residential and
commercial development.
The proposed improvements include the construction of city streets with concrete curb and gutter, 8 -foot
wide bituminous pathways, and 5 -foot concrete sidewalks, including extension of the major east -west
collector roadway Connemara Trail beyond Akron Avenue (CR 73) to the eastern tract line, as well as turn
lane and access improvements to both Akron Avenue and CSAH 42. Utility improvements addressed
include the construction of trunk and lateral watermain, sanitary sewer, and storm sewer.
The total estimated project cost for the proposed Prestwick Place and associated improvements is
$15,830,400, which includes a 7.5% contingency and 30% indirect costs. Of this amount, an estimated
$13,873,510 is proposed to be funded by the developer, Arcon Development, Inc. The remaining
estimated costs associated with trunk utilities are proposed to be financed using City core utility funds,
totaling $1,956,890.
At this time, the developer has submitted a final plat application for the Prestwick Place 2n Addition,
comprised of 13 single family lots and adjacent streets and utilities, located at the western edge of the
Prestwick Place tract. The 2n Addition includes roadway connections to Connemara Trail and the
Bloomfield 6` Addition neighborhoods to the west by way of 142n Street. To meet the developer's goal
of completing construction of streets and utilities in the fall of 2008 that would allow the start of model
home construction, development of plans and specifications for public infrastructure improvements
concurrent with plat review and preparation of the subdivision agreement is needed at this time. However,
the start of final design work would be conditional upon receipt of a cash deposit from the developer to
fund the engineering costs incurred in preparation of plans and specifications. Although a preliminary
estimate for improvements associated with the 2 Addition has not been developed at this time, funding
G: \ENGPROJ \409 \RecFR- CC7- 15- 08.doc
for all improvements will be by the developer, except for trunk watermain oversizing in Connemara Trail,
which is proposed to be funded with City Core Water funds.
SUMMARY:
Staff recommends Council adoption of a resolution receiving the feasibility report for the Prestwick Place
Street and Utility Improvements and authorizing the preparation of plans and specifications for Prestwick
Place 2n Addition Street and Utility Improvements, City Project #409.
G: \ENGPROJ \409 \RecFR- CC7- 15- 08.doc 2
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2008
A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND
AUTHORIZING THE PREPARATION OF THE PLANS AND SPECIFICATIONS FOR
PRESTWICK PLACE 2 ADDITION STREET AND UTILITY IMPROVEMENTS
CITY PROJECT #409
WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota,
construct certain improvements, to -wit: City Project #409, Prestwick Place 2nd Addition Street and Utility
Improvements as described in and in accordance with the feasibility report prepared by the City Engineer;
and
WHEREAS, the City Council has been advised by the City Engineer that said street and utility
improvements are feasible and should best be made as proposed, and the City Engineer's report to this
effect has heretofore been received by Council, and filed with the City Clerk on July 15, 2008.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the
feasibility report for City Project #409 and places it on file.
NOW BE IT FURTHER RESOLVED, the City Engineer is hereby ordered to prepare plans and
specifications for the making of such improvements within the Prestwick Place Addition.
ADOPTED this 15th day of July, 2008.
William H. Droste, Mayor
ATTEST:
Amy Domeier, City Clerk
Motion by: Seconded by:
Voted in favor:
Voted against:
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FEASIBILITY REPORT
1
1
1 PRESTWICK PLACE DEVELOPMENT
STREET AND UTILITY IMPROVEMENTS
1 AND APPURTENANT WORK
CITY PROJECT NO. 409
1
FOR THE
CITY OF ROSEMOUNT, MINNESOTA
1
1
1 July 15, 2008
1
1
1 Prepared By:
1 WSB Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
1 (763) 541 -4800
(763) 541 -1700 (Fax)
1
1
1 City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. XXX
WSB Project No. 1668 -42
WSB
Associates, Inc. Infrastructure 1 Engineering 1 Planning 1 Construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
July 15, 2008
1
1 Honorable Mayor and City Council
City of Rosemount
2875 145 Street West
1 Rosemount, MN 55068 -4997
Re: Feasibility Report
1 Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
1 WSB Project No. 1668 -42
1 Dear Mayor and City Council Members:
Transmitted herewith for your review is a feasibility report that addresses the street and utility
1 improvements for the Prestwick Place Development, located north of CSAH 42 with Akron
Avenue (County Road 73) crossing through the middle of the site. Also included in this
feasibility report is a discussion of the cost participation for portions of the street and utility
1 improvements along Akron Avenue that the proposed Prestwick Place Development will
participate.
1 We would be happy to discuss this report with you at your convenience. Please don't hesitate to
contact me at (763) 287 -7175 if you have any questions regarding this report.
1 Sincerely,
1 WSB Associates, Inc.
-ra V
1 Tom J. Voll, PE
Project Manager
Attachment
1 tv /sb
1
I Minneapolis 1 St. Cloud
Equal Opportunity Employer
CERTIFICATION
1
1
1
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.
1 u
Tom J. Voll, PE
Date: July 15, 2008 Lic. No. 43412
1
Quality Control Review Completed By:
1 M gan D,wley, P
Date: June 9, 2008 Lic. No. 44178
1
1
1
1
1 City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
1 City Project No. 409
WSB Project No. 1668 -42
1
TABLE OF CONTENTS
1
TITLE SHEET
I LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1 1. EXECUTIVE SUMMARY 1
2. INTRODUCTION 2
1 2.1 AUTHORIZATION 2
2.2 SCOPE 2
2.3 DATA AVAILABLE 3
I 3. GENERAL BACKGROUND 4
3.1 PROJECT LOCATION 4
I 3.2 EXISTING CONDITIONS 4
3.2.1 SANITARY SEWER 5
3.2.2 MCES SANITARY SEWER 5
1 3.2.3 WATER MAIN 5
3.2.4 ROADWAYS 5
3.2.5 EXISTING UTILITIES 7
1 3.2.6 ZONING 7
4. PROPOSED IMPROVEMENTS 8
I 4.1 SURFACE IMPROVEMENTS 8
4.1.1 CITY STREETS, PRIVATE STREETS, SIDEWALKS AND TRAILS 8
4.1.2 AKRON AVENUE AND CSAH 42 TURN LANES 9
4.1.3 FUTURE AKRON AVENUE (INTERMEDIATE AND ULTIMATE BUILD) 9
4.2 SANITARY SEWER 9
4.3 WATER MAIN 10
I 4.4 STORM SEWER 10
4.5 PRIVATE UTILITIES /STREETLIGHTS 11
4.6 PARKS 12
1 4.7 PERMITS /APPROVALS 12
4.8 RIGHT -0E- WAY/EASEMENTS 13
5. FINANCING 14
I 5.1 OPINION OF COST 14
5.1.1 AKRON AVENUE COST PARTICIPATION 14
5.2 FUNDING 15
1 5.2.1 DEVELOPER FUNDING 15
5.2.3 CITY WATER MAIN, SANITARY SEWER AND STORM WATER CAPITAL CHARGES 16
5.2.2 CITY FUNDS 16
6. PROJECT SCHEDULE 17
7. FEASIBILITY AND RECOMMENDATION 17
1
I City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
I
WSB Project No. 1668-42
1
TABLE OF CONTENTS
1
1 Appendix A Figures
1. Project Location Map
2. Existing Conditions
3. Proposed Zoning
4. Street and Sidewalk Bituminous Trail Improvements
5. CSAH 42 and Akron Avenue Accesses
6. Sanitary Sewer and Water Main
7. Storm Sewer and Ponding
8. Developer Cost Sharing Exhibit
Appendix B Opinion of Probable Costs
1 Akron Ultimate Build Street 14 (Equivalent Residential Roadway)
Akron Development Accesses Street 14 (Road Oversizing)
Akron Ave Cost Splits Street 16
Akron Ave Cost Sharing Street 17
CSAH 42 Development Accesses Street 18
Connemara Trail Street 19
Water Main Oversizing Tract 1 Internal
Connemara Trail Cost Sharing Tract 2 Internal
1 Trunk Storm Sewer Cost Tract 3 Internal
Park Improvements Tract 4A Internal
142 Street West Tract 4B Internal
Street 4 Tract 5 Internal
Street 7 Tract 6 Internal
Street 8 Tract 7A Internal
Street 9 Tract 7B Internal
Street 10
Appendix C Summary of Project Costs and Funding
Area Cost Summary
Summary of Project Costs
Funding Splits
Tract Cost Totals
Tract 1, 2, 3, 4A Cost Summaries
Tract 6, 7A, 7B Cost Summaries
1 Estimated Water, Sanitary Sewer, and Storm Water Capital Charges
Appendix D Joint Development and Cost Sharing Agreement
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42
1
1. EXECUTIVE SUMMARY
City Project No. 409 consists of the installation of public and private streets and utilities for the
proposed Prestwick Place Development, located north of CSAH 42 with Akron Avenue (County
Road 73) crossing through the middle of the site. A map showing the project location is shown
in Appendix A, Figure 1.
The proposed improvements include the construction of city streets that include concrete curb
and gutter, 8 -foot bituminous pathways, and 5 -foot concrete sidewalks. Utility improvements
include the construction of trunk and lateral watermain, sanitary sewer, storm sewer, and turn
lanes and accesses from CSAH 42 and Akron Avenue into the development. There are five
developers associated with the Prestwick Place Plat and the development has been split into
Tracts that are owned by the various developers. A cost sharing agreement has been prepared to
1 define what each developer is responsible for with the associated costs of this development.
The estimated project cost for the street and utility improvements of the Prestwick Place
Development is $15,830,400, which includes a 7.5% contingency and 30% indirect costs. Of
this amount, the project cost of lateral improvements and streets totaling $13,873,510 will be
financed by the developers. These developer costs also include the construction costs associated
with the future Akron Avenue and turn lanes accesses on CSAH 42 and Akron Avenue that are
necessary to serve the Prestwick Place Development. The remaining costs associated with over
sizing of trunk facilities will be financed through the use of City Core Funds and Park Funds
1 totaling $1,956,890. 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 grading of the site will be completed by the developers prior to the initiation of street and
utility improvements. Tracts 1, 2, 5 and 7A have preliminary plat layouts and Tracts 3, 4A, 4B,
6 and 7B will be platted developed in the future. A map showing the location of these Tracts
can be found in Figure 8, Appendix A. The construction schedules for this project will be
coordinated with the development final plats and are these dates are to be determined.
This ro'ect is feasible, necessary, cost effective from an engineering stand oint and should
P J �Y� standpoint
be constructed as proposed herein.
i
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
1 WSB Project No. 1668-42 Page 1
1
2. INTRODUCTION
2.1 Authorization
On February 19, 2008 the Rosemount City Council authorized the preparation of an Engineering
Feasibility Report for the Prestwick Place Development Street and Utility Improvements and
Appurtenant Work project. This project has been designated as City Project No. 409.
2.2 Scope
This report addresses the construction of street and utility improvements necessary for the
development of the Prestwick Place commercial and residential development. The proposed
improvements include the construction of city streets that include concrete curb and gutter, an 8-
'1 foot bituminous pathways, and 5 -foot concrete sidewalks. Utility improvements include the
construction of trunk and lateral sanitary sewer, water main, storm sewer, and turn lanes
accesses from CSAH 42 and Akron Avenue into the development.
1
The Prestwick Development Site Data is listed below:
1 Total Site Area: 259.63 Acres
Akron Avenue R.O.W. 8.18 Acres
1 County Road 42 R.O.W. 4.01 Acres
Connemara Trail R.O.W. 9.42 Acres
Public R.O.W. (internal) 15.73 Acres
Private Open Space Private 7.47 Acres
(Outlots B -D, F K)
Public Park 7.13 Acres
(Outlot E)
Single Family (64 lots) 18.13 Acres
Multi Family (277 Units) 34.79 Acres
Future Commercial Development 48.07 Acres
Outlots G J)
Future Development 142.72
1 Outlots A, H I)
Net Development Density 4.48 Units/Acre
(excludes Outlots A, E, G, H, I, J
Akron Ave, Co. Rd. 42 Connemara Trail)
1
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 2
1
There are five developers associated with the Prestwick Place Plat and the development has been
split into Tracts that are owned by these developers. A cost sharing agreement has been prepared
to define what each developer is responsible for with the associated costs of this development.
The five developers and the Tracts they own are listed below:
1
Developer: Tracts:
Arcon Development, Inc. 1 4B (shared), 7A 7B
The Pemtom Land Company 1 4B (shared)
Akron42, LLC 3 6
US Home Corporation 2 5
Dakota County Community Development Agency 4A
A map showing the location of the Tracts within the development can be found in Figure 8 of
Appendix A.
Tracts 1, 2, 5 and 7A have preliminary plat layouts and Tracts 3, 4A, 4B, 6 and 7B will be
platted developed in the future. The construction schedules for this project will be coordinated
with the development final plats and are these dates are to be determined.
Clearing and grubbing of trees and preliminary site grading will be completed privately prior to
construction of the street and utility improvements.
1 2.3 Data Available
Information and materials used in the preparation of this report include the following:
City of Rosemount Utility Plans
City of Rosemount Record Plans
City of Rosemount Topography Maps
Field Observations of the Area
City of Rosemount Comprehensive Stormwater Management Plan
City of Rosemount Comprehensive Water Supply Plan
North Central Sanitary Sewer Study
1
AUAR- CSAH 42 /Akron Avenue
Field Survey
Preliminary Plat information for Prestwick Place Development prepared by Westwood
1 Professional Services, Inc.
Preliminary Grading Plans for Prestwick Place Development prepared by Westwood
Professional Services, Inc.
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668-42 Page 3
1
3. GENERAL BACKGROUND
I 3.1 Project Location
1 Prestwick Place residential development is located north of CSAH 42 with Akron Avenue
(County Road 73) crossing through the middle of the site, Bloomfield 6 and 7th Addition on the
I west Union Pacific Railroad corridor on the north and undeveloped agricultural land on the east
side of the plat. A map showing the location of the project can be found in Figure 1, Appendix
A.
1 3.2 Existing Conditions
I Currently, the area consists of agricultural land with existing road access from Akron Avenue,
CSAH 42 (145 Street West), 142 Street West, 140 Street and Connemara Trai Ai map
showing the existing conditions of the project area can be found in Figure 2, App endix A.
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I City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
I City Project No. 409
2
WSB Project No. 1668 -4 Page 4
1
3.2.1 Sanitary Sewer
There is an existing 18 -inch RCP sanitary sewer line located north of CSAH 42 and east
of Akron Avenue that provides service to the Dakota County Technical College (DCTC).
This line connects to the MCES trunk sanitary sewer main that is located approximately
1,300 feet north of CSAH 42. North of this point there is no sanitary sewer along Akron
Avenue. Existing properties in the area utilize private septic systems.
3.2.2 MCES Sanitary Sewer
A Metropolitan Council Environmental Services (MCES) trunk sanitary sewer main that
serves the developed west side of Rosemount to the Rosemount Wastewater Treatment
Plant is flows from the Bloomfield Development on the west side of plat and connects to
a sanitary sewer located approximately 1,300 feet north of CSAH 42 where it intersects
with Akron Avenue. The MCES line is a 30 -inch RCP trunk line west of Akron Avenue
and increases in size to a 36 -inch RCP trunk line from Akron Avenue to the east.
1 3.2.3 Water Main
An existing 16 -inch water main stub is located at the intersection of Akron Avenue and
CSAH 42 from an existing 16 -inch water main along CSAH 42. The water main was
installed in 2003 as part of Eastside Watermain Phase II, City Project No. 345.
Existing properties adjacent to Akron Avenue currently utilize existing wells.
3.2.4 Roadways
1 Akron Avenue is currently a rural two -lane gravel roadway with ditches to convey
drainage. There is no dedicated right -of -way or recorded easement, rather the County
maintains prescriptive rights for the road and ditch sections to convey stormwater.
The existing roadway width ranges between 24 feet and 30 feet and primarily serves
local traffic including four parcels on the west side of Almon Avenue.
1 CSAH 42 is currently a 4 -lane divided highway with an existing intersection at Akron
Road. The existing right -of -way corridor for CSAH 42 along the project area is 150-
feet.
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
1 WSB Project No. 1668 -42 Page 5
I
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1 1 42 °d Street Wes is a stubbed street with sidewalk that currently termin o n the
east plat line of t Bloo mfi e ld 6`" Addition. Thi re s treet is proposed to be
1 extended into the Prestwick Place development.
I Connemara Trail is a collector road
nt.
way with sidewalk on the no rth and bituminous
trail on the south side that currently terminates on t he east plat line of the Bloomfield
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1 40 Stre West i s a stu b bed street with sidewalk that currently terminates s on the
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east plat line o the Bloomfield 7 Addition. T his residential street is proposed to be
1
extended into the future plat additions of Prestwick Place development.
1 City of Rosemount Feasibility Report
Prestwic Place Development
Street and Utility Improvements and Appurtenant Work
I City Project No. 409
1
WSB Project No. 1668 -42 Page 6
1
3.2.5 Existing Utilities
1 Private utilities in the area include:
Minnesota Energy Resources Co. (MERC) Gas
Fiber to the Home Fiber Optic communications (proposed)
Frontier Communications Phone
Great River Energy Electric Transmission
Northern Natural Gas Gas Transmission
Xcel Energy Electric
Charter Communications Cable TV
Sprint Long Distance Phone
Mid America Pipeline Company Enterprise Petroleum pipeline
An aerial transmission line owned and operated by Great River Energy is located along a
portion of the east side of Akron Avenue. It is not anticipated that this line will need to
be relocated at this time or with the road construction in the future. Temporary
easements will need to be obtained for work that will extend into Great River's easement.
In addition, an Xcel Energy distribution line that runs on the west side of Akron Avenue
will need to be relocated in order to construct the Akron Avenue to the proposed 2 -lane
road. A map showing the location of this line and easements can be found in Figure 2 of
Appendix A.
1 A gas line owned by Mid- American Pipeline Company crosses the site diagonally from
the south -west to the north -east. This line is proposed to remain in place and with in its
own easement. Temporary easements and an agreement will need to be obtained for
work that will extend into Mid American's easement. A map showing the location of
this line and easements can be found in Figure 2 of Appendix A.
1
3.2.6 Zoning
Previously site was zoned AG- Agricultural. A zoning map for the new zoning
associated with this development is shown on Figure 3 of Appendix A. The new zonings
are:
1
R -1 PUD: Low density residential
R -3 PUD: High density residential
R -4 PUD: High density residential
1 C -4 PUD: Commercial
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 7
1
4. PROPOSED IMPROVEMENTS
1 4.1 Surface Improvements
4.1.1 City Streets, Private Streets, Sidewalks and Trails
City streets to be constructed as a part of the Prestwick Place Development include local
streets and the extension of Connemara Trail, 140` Street West, and 142 Street West.
Figure 4 in Appendix A shows the location of the proposed street and surface
improvements for the Prestwick Place Development.
All local streets (with the exceptions of Street 14 and 20) are proposed to be constructed
to a width of 32 feet face -to -face with modified `S' (surmountable) concrete curb and
gutter. Street 14 and 20 are proposed to be constructed to a width of 36 feet face -to -face
with B -618 concrete curb and gutter. The extension of Connemara Trail from the
Bloomfield development will be completed with the early phases of the development.
Connemara Trail is proposed to be constructed to a width of 52 feet face -to -face with B-
618 concrete curb and gutter and will include a 5 -foot concrete sidewalk and an 8 -foot
bituminous trail.
5 -foot wide sidewalks and 8 -foot wide bituminous trails will also be constructed along
the streets at locations shown in Figure 4 ofAppendix
The pavement section for all public streets except for Connemara Trail and Akron
Avenue will be designed to accommodate a 7 -ton axle load, and will consist of
1 approximately 4 inches of bituminous and 8 inches of Class 5 aggregate base.
Connemara Trail and Akron Avenue will be designed for a 10 -ton axle load, and will
consist of approximately 6 inches of bituminous and 6 inches of Class 5 aggregate base.
All streets will be constructed over a sand base.
As part of this project, private streets will also be constructed. It has been City of
Rosemount policy to construct all private streets in new developments if public utilities
are to be included within these streets as part of the overall development project. Private
streets and driveways will vary in width between 22 feet and 24 feet face -to -face with
modified `S' (surmountable) concrete curb and gutter. The pavement section will be
designed to accommodate a 7 -ton axle load, and will consist of approximately four inches
of bituminous and six inches of Class V aggregate base, over a sand base with a
minimum depth of one foot.
In accordance with the Joint Development and Cost Sharing Agreement (Appendix D),
the various develpers for this development participate in the costs of these improvements
by street and area (or a portion thereof) and therefore a cost estimate for each street and
area was prepared. Detailed cost estimates for the surface improvements construction
within the Prestwick Place Development can be found in Appendix B of this report, and
are summarized in the Appendix C Project Costs and Funding section of this report.
1
City of Rosemount— Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 8
1
4.1.2 Akron Avenue and CSAH 42 Turn Lanes
Turn lanes from CSAH 42 into the new accesses for the Prestwick Place Development
and improvements to the existing access to Akron Avenue will need to be constructed at
locations shown in Figure 5 of Appendix A. These turn lanes and accesses will be
designed to Dakota County standards to match the existing section of CSAH 42, with
approximately eight inches of bituminous, 12 inches of Class V aggregate base, over a
sand base with a minimum depth of two feet. These turn lanes and accesses will be 100
percent funded by the developers. These cost estimates for the CSAH 42 and Akron
Avenue accesses have been split into 10 cost sharing areas that are defined in the
developer cost sharing agreement in Appendix D. These estimates are included in
Appendix B section Co Rd 42 (access).
4.1.3 Future Akron Avenue (Intermediate and Ultimate Build)
As part of a separate City Project City Project 399 County Road 73 Street and Utility
Improvements, Akron Avenue is proposed be reconstructed to a 2 -lane divided roadway
from CSAH 42 to Connemara Trail. This project is currently proposed for construction in
the summer of 2010, but is dependent on when development occurs in the area. Akron
Avenue is proposed reconstructed to a 2 -lane roadway from Connemara Trail north to
135 Street. This proposed construction will determined in the future and will be based
on development in the area. The developers will participate in a percentage of the
ultimate build of Akron Avenue from CSAH 42 to 135 Street. These cost estimates for
the ultimate build have been included in Appendix B sections Akron Ave Ult. Build and
Akron Ave (access). As discussed in Section 4.1.2, the developers are 100 percent
responsible for an east and west access into the development from the proposed 2 -lane
roadway. These cost estimates for the Akron Avenue accesses have been included in
Appendix B sections Akron Ave Cost Splits Akron Ave Cost Sharing Summary.
4.2 Sanitary Sewer
Sanitary sewer service for the Prestwick Place development will be provided by the Metropolitan
Council Environmental Services (MCES) interceptor. Eight -inch sanitary sewer laterals are
proposed to be constructed to allow for sanitary sewer service throughout the proposed
development. Figure 6 in Appendix A shows the location of the proposed sanitary sewer for the
1 Prestwick Place Development.
Detailed cost estimates for the sanitary sewer construction within the Prestwick Place
Development can be found in Appendix B of this report, and are summarized in the Appendix C
Project Costs and Funding section of this report.
In the summer of 2008, the City is proposing to construct Akron Avenue Trunk Utility and
Railroad Improvements, City Project No. 417, which consists of installing trunk sanitary sewer
and water main improvements along Akron Avenue from CSAH 42 to approximately 1,550 feet
north of Bonaire Path. The proposed improvements include the installation of trunk sanitary
City of Rosemount— Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668-42 Page 9
i
sewer for both the MCES and the City of Rosemount. MCES sanitary sewer improvements are
proposed to reduce flows going to the Rosemount Wastewater Treatment Plant and eventually
taking it offline by diverting flow to the Empire Wastewater Treatment Plant. As part of the
MCES sanitary sewer improvements, it is proposed to abandon the City's existing 18 -inch trunk
sanitary sewer along Akron Avenue that provides service to Dakota County Technical College
and replace it with a 24 -inch PVC sewer pipe. The alignment of the MCES trunk sanitary sewer
is planned to accommodate the future Akron Avenue construction. The majority of the MCES
sewer line will run outside of the roadway right -of -way within a permanent MCES easement.
This project will need to be coordinated with the Prestwick Place development during
construction and for lateral service connection for the development.
4.3 Water Main
Water service will be extended from the existing Rosemount Water System located within the
Bloomfield Additions and along CSAH 42. The proposed improvements include the extension
of a 12 -inch trunk watermain along Connemara Trail to serve properties within the development.
These proposed improvements are in accordance with the Rosemount Comprehensive Water
Supply and Distribution Plan. 8 -inch lateral watermain will be constructed for looping and to
allow for water service throughout the proposed Prestwick Place development. Fire hydrants
will be installed along City streets in accordance with City Standards.
Figure 6 in Appendix A shows the location of the proposed water main for the Prestwick Place
Development.
Detailed cost estimates for the water main including oversizing costs associated with the 12 -inch
trunk line along Connemara Trail can be found in Appendix B of this report, and are summarized
in the Appendix C Project Costs and Funding section of this report.
1 The water main oversizin g cost was calculated by subtracting the cost difference of the minimum
sized water main necessary for the development (8 -inch line) from the over sized cost of the
water main (12 -inch) that is necessary for flow demands in the region. The oversizing cost can
be found in Appendix B section Watermain Oversizing.
1
4.4 Storm Sewer
t The proposed storm sewer improvements include the construction of lateral storm sewer to serve
the Prestwick Place Development. The site storm sewer system will be designed for a 10 -year
rainfall event. Figure 7 in Appendix A shows the location of the proposed storm sewer
installation for the Prestwick Place Development.
Stormwater will be routed in a manner consistent with Rosemount's Surface Water Management
Plan (SWMP). The proposed improvements will route all of the site stormwater to new
stormwater management ponds being constructed by the property developer in the Tract areas
that are proposed to be developed at this time (Tracts 1, 2, 5 and 7A).
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 10
1
1 WSB has reviewed the developer's preliminary grading plan and has provided recommendations
for the proposed ponds that are to be constructed with this phase. In general these are adequately
sized and located as shown in the preliminary plat submittal. It should be noted the final grading
plan will be reviewed by the City prior to their approval and are subject to any requirements
determined necessary.
The grading for Future development phases of the Prestwick Development (Tracts 3, 4A, 4B, 6
and 7B) were reviewed with recommendations provided to the developer for size and location of
the preliminary ponds for future developments in order to provide the necessary water quality
and rate control as outlined in the City's (SWMP). These will be reviewed in more detail when
these Tracts are final platted. It should be noted that ponds in Tract 6 will need to be sized to
accommodate existing drainage patterns and flows from the CSAH 42 ditches.
Detailed cost estimates for the storm sewer costs can be found in Appendix B, and are
summarized in the Appendix C Project Costs and Funding section of this report.
A deep 48 to 72 -inch trunk storm sewer is being extended across the development. It flows from
a ponding network from the Bloomfield Addition and crosses the south half of the Prestwick
Place development to the east property line. This trunk line serves as the outlet for land locked
areas to the west. It ultimately is proposed to discharge to the Mississippi River and this pipe is
the outlet for the proposed ponding network within the Prestwick Place development. The
1 depths of this storm sewer are 25 to 40 -feet deep and its location within the Prestwick Place
development is critical due to these depths. A proposed path was chosen through streets to
ensure that easement and right -of -way widths would be sufficiently wide if this pipe were to
1 require excavation to maintain or be replaced in the future.
Detailed cost estimates for the trunk storm sewer costs can be found in Appendix B section
Trunk Storm section of this report.
4.5 Private Utilities /Streetlights
Xcel Energy will provide electrical service to the development area, phone service will be
provided by Frontier Conununications, and gas service by MERC.
Streetlights for the development will be incorporated into the private portion of the project and
1 paid for by the developer.
Overhead utility lines exist within the development. As previously mentioned, these utility lines
will be worked around during construction of the proposed improvements outlined in this report.
Underground utilities exist within the development, and include, but are not limited to,
telephone, cable television, gas, and petroleum pipelines. The majority of these utility lines are
anticipated to remain in -place during construction. There is the potential for approximately some
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 11
1
utility relocation as a result of the proposed improvements being installed within the Prestwick
Place Development.
1 4.6 Parks
There is a 3.9 acre public park dedicated within this phase of the Prestwick Place Development.
The improvements consist of a 40 -stall bituminous parking lot, trails, sidewalks, athletic fields,
picnic shelter, water service and sanitary sewer service. The improvement costs included in this
report are for the all above listed items excluding the athletic fields and picnic shelter.
Detailed cost estimates for the park improvements can be found in the Park section of Appendix
B of this report, and are summarized in the Appendix C Project Costs and Funding section of
this report. The City Park Fund is proposed to pay for these improvements and the land will be
dedicated by the developer as part of the final plat.
4.7 Permits /Approvals
The anticipated permits and approvals that will be required and the respective regulatory
agencies are listed below:
1 Minnesota Department of Health (MDH) Water main
Dakota County Transportation Department Work Within ROW
1 Minnesota Pollution Control Agency (MPCA) Sanitary Sewer
Metropolitan Council Environmental Services (MCES) Sanitary Sewer
1 MN Pollution Control Agency (MPCA) National Pollutant Discharge Elimination
System (N General Stormwater
1 Permit for Construction Activity (MN
R100001)
Northern Natural Gas Work Within Pipeline Easement
1 Mid America Pipeline Company Work Within Pipeline Easement
Great River Energy Work Within Power Line Easement
1 Xcel Energy Work Within Power Line Easement
Plats that are adjacent to CSAH 42 and County Road 73 will require approval by the Dakota
County Plat Commission and Board of Commissioners.
1
1
1 City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
1 City Project No. 409
WSB Project No. 1668-42 Page 12
1
4.8 Right -of- Way/Easements
The proposed street right -of -way and all necessary easements across the proposed Prestwick
Place development will be dedicated by the developer as part of the final plat. The proposed
right -of -way widths are listed below:
STREET RIGHT -OF -WAY WIDTH
Connemara Trail 85'
Akron Avenue Varies 120' —150'
Streets 14 20 60'
1 Streets 4,7,9,10,16,17,18, 19 60'
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
1 WSB Project No. 1668 -42 Page 13
1
5. FINANCING
1 5.1 Opinion of Cost
Detailed opinions of cost can be found in Appendix B of this report. The opinions incorporate
estimated 2008 construction costs and include a 7.5% contingency and 30% for all related
indirect costs (legal, administrative, engineering, and financing items).
The opinion of cost for the Prestwick Place Development has been broken down into various
schedules in order to facilitate funding calculations. The breakdowns include Prestwick Place
Development improvements including lateral sanitary sewer, lateral and trunk water main and
storm sewer improvements. These costs also include the construction costs associated with the
future Akron Avenue and the proposed turn lanes accesses on CSAH 42 and Akron Avenue that
are necessary to serve the Prestwick Place Development. These costs are split among the five
developers as defined in the developer's Joint Cost Sharing Agreement that can be can be found
in Appendix D and the area splits are shown on Figure 8 of Appendix A.
Table 1 summarizes the proposed improvement costs for the Prestwick Place Development:
Table 1: Prestwick Place Development
Summary of Project Costs
Surface Improvements (includes cost for ultimate build of Akron Ave.) $8,822,220
Lateral Sanitary Sewer Improvements $1,195,180
Trunk Water Main (oversizing) $26,850
Lateral Water Main $2,139,250
Trunk Storm Sewer $1,734,560
Lateral Storm Sewer $1,716,860
Park Improvements $195,480
TOTAL ESTIMATED PRESTWICK PLACE COST $15,830,400
1 5.1.1 Akron Avenue Cost Participation
According to the CR 73 Joint Powers Agreement, Dakota County is proposed to
participate in 55% of the Akron Avenue (ultimate build) street improvements and the
City of Rosemount is proposed to pay 45 The total construction cost for the ultimate
build of Akron Avenue (from CSAH 42 to 135 Street) is estimated to be $5,050,270 of
which $382,490 is 100 percent developer costs. These 100- percent developer costs, as
discussed in sections 4.1.2 and 4.1.3 of this report, are for the turn lanes and accesses on
Akron Avenue as shown in Figure 5 of Appendix A and the cost estimates for these can
be found in Appendix B sections Akron Ave Ult. Build and Akron Ave (access),. The
remainder of the estimated Akron (ultimate build) costs are $4,668,780 which are split
55% Dakota County ($2,567,280) and 45% City of Rosemount ($2,100,500). From this
1 45% City of Rosemount cost participation amount was broken down into a front footage
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 14
1
cost and this front footage cost was used to calculate the amount paid for by each tract as
defined in the developer's cost Sharing Agreement can be found in Appendix D. The
details for the Akron Avenue Cost Splits and Akron Avenue Cost Sharing are
summarized in tables that can be found in Appendix B sections Akron Ave Cost Splits
Akron Ave Cost Sharing Summary.
5.2 Funding
Financing for this project will come from a combination of developer funds and City of
Rosemount City Core Funds. Detailed calculations and cost distributions can be found in
Appendix B.
1 5.2.1 Developer Funding
The Prestwick Place Development property developers are anticipated to pay for all
improvements within the Prestwick Place Development, access and turn lanes on CSAH
42 and Akron Avenue as well as for prorated portions of water main, lateral storm sewer,
lateral sanitary sewer improvements and the ultimate build of Akron Avenue. Schedules
A D for the streets and internal tract areas include surface, sanitary sewer, water main,
and storm sewer improvements that are located within the Prestwick Place Development.
These schedules along with costs for Akron Avenue and CSAH 42 are estimated at
$13,873,510.
There are five developers associated with the Prestwick Place Plat and the development
has been split into Tracts that are owned by these developers. A cost sharing agreement
has been prepared to define what each developer is responsible for with the associated
costs of this development and can be found in Appendix D and the area splits are shown
on Figure 8 of Appendix A. 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. A summary of the proposed funding for each Tract in
1 the Prestwick Place Development and associated improvements is as follows:
Prestwick Place
Tract
Fundin Summa
TRACT 1 $1,442,410
1 TRACT 2 $3,525,690
TRAT 3 $1,132,150
TRACT 4A $750,340
TRACT 4B $610,620
1
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42 Page 15
1
TRACT 5 $1,969,590
1 TRACT 6 $1,408,590
TRACT 7A $1,101,280
i TRACT 7B $1,932,680
Total $13,873,510
5.2.3 City Water Main, Sanitary Sewer and Storm Water Capital Charges
A summary of the estimated Storm Water Lateral Trunk Conveyance Fee, Trunk Area
Sanitary Sewer Charge and the Trunk Area Water Charge and detailed in Appendix C in
1 the Storm, Sanitary Water Charges section. The total (estimated) charges are listed
below and are based on 2008 rates:
Storm Water Trunk runk Water
Lateral Trunk Sewer Area T ru Charge Totals
Conveyance Fee Charge
$1,734,033.05 $298,423.23 $1,349,150.58 $3,381,606.86
5.2.2 City Funds
The City's Park Funds, Water Main and Storm Sewer Core Funds are available to fund
any trunk storm sewer and trunk water main improvements throughout the City of
Rosemount. These funding source amounts are estimated in the table below.
5.3 Funding Summary
A summary of the proposed funding for the Prestwick Place Development and associated
improvements is as follows:
Prestwick Place
Street and Utility Improvements
Fundinl Summa
Developer Funding $13,873,510
Water Main Core Fund $26,850
Storm Sewer Core Fund $1,734,560
Park Fund $195,480
Total $15,830,400
City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668-42 Page 16
1
6. PROJECT SCHEDULE
1 The construction schedules for this project will be coordinated with the development final plats
and are these dates are to be determined. The grading of the site will be completed by the
developers prior to the initiation of street and utility improvements. Tracts 1, 2, 5 and 7A have
preliminary plat layouts and Tracts 3, 4A, 4B, 6 and 7B will be platted developed in the future.
1
7. FEASIBILITY AND RECOMMENDATION
City Project No. 409 consists of the construction of street, sanitary sewer, water main, storm
sewer, and appurtenant work as necessary to construct the Prestwick Place Development. The
proposed public utility improvements are in accordance with the City of Rosemount's
Comprehensive Plans.
1 It is the recommendation of WSB Associates, Inc., that City Project No. 409, Prestwick Place
Development Street and Utility Improvements and Appurtenant Work, is feasible, necessary, and
cost- effective from an engineering standpoint. We recommend construction of the proposed
1 improvements as detailed in this report.
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1 City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
1 City Project No. 409
WSB Project No. 1668 -42 Page 17
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APPENDIX A
Figures
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668 -42
1
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APPENDIX B
Opinion of Probable Costs
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
City Project No. 409
WSB Project No. 1668-42
AKRON AVENUE Ultimate Build:
O inion of Probable Cost
1 WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
C ity Project No.: 409
WSB Project No: 1668 42 Date: 6/10/2008
I( Estimated
I Item I MN /DOT Description Unit Total Unit Price
Quantity Estimated Total
No. Specification No. Cost
A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 $150,000.00 5150,000.00
1 2 2031.507 FIELD OFFICE TYPE D- MODIFIED 3 2101.502 CLEARING TREE 89 EACH 1 512,000.00 812,000.00
5150.00 510,350.00
4 2101.507 GRUBBING TREE 89 $50.00 53.450.00
5 2104.501 REMOVE CURB AND GUTTER LIN FT 70 53.00 5210.00
I 8 2104.501 REMOVE BARBED WIRE FENCE UN FT 1,593 53.00 84,779.00
7 2104.501 REMOVE SEWER PIPE (STORM) UN FT 418 520.00 58,380.00
8 2104.501 REMOVE BITUMINOUS PAVEMENT (P) SQ YD 3,787 53.00 511,301.00
9 2104.509 REMOVE VEHICULAR GATE EACH 1 5500.00 $500.00
1 10 2104.509 REMOVE CONCRETE APRON EACH 6 5150.00 $900.00
11 2104.509 REMOVE METAL APRON EACH 14 5100.00 57,400.00
12 2104.509 REMOVE SIGN TYPE C EACH 19 $50.00 $950.00
13 2104.509 REMOVE MANHOLE EACH 7 $1,000.00 57,000.00
1 14 2104.513 SAWING Brr PAVEMENT (FULL DEPTH) UN FT 232 $3.75 8870.00
15 2104.523 SALVAGE MAILBOX SUPPORT EACH 8 8100.00 $800.00
16 2104.523 SALVAGE SIGN TYPE SPECIAL EACH 4 $75.00 5300.00
17 2105.501 COMMON EXCAVATION (P) CU YD 50,517 88.50 5429,394.50
18 2105.507 SUBGRADE EXCAVATION CU YD 34,054 $10.00 5340,540.00
1 19 2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD 32,828 $9.00 5262,624.00
20 2105.525 TOPSOIL BORROW (CV) CU YD 200 $12.50 82,500.00
21 2105.535 SALVAGED TOPSOIL (LV) CU YD 4,047 57.00 828,329.00
22 2130.501 WATER M GALLONS 75 520.00 81,500.00
1 23 2211.503 AGGREGATE BASE CLASS 5 TON 16,710 81300 8217230.00
24 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 3,863 83.00 $11,589.00
25 2380.501 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON 10,119 558.00 $588,884.00
28 2380.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,B) TON 8,548 552.00 8340,498.00
1 27 2521.501 4" CONCRETE WALK SO FT 49,141 53.50 8171,893 50
26 2521.511 2" BITUMINOUS WALK SO YD 9,380 510.00 193,600.00
29 2527.511 3' BITUMINOUS DRIVEWAY PAVEMENT SO YD 188 818.00 52,858.00
30 2531.501 CONCRETE CURB 8 GUTTER DESIGN 8418 UN FT 20,797 510.00 5207,970.00
1 31 2531.507 5' CONCRETE DRIVEWAY PAVEMENT SO YD 41 840.00 51,840.00
32 2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH 18 5350.00 55,600.00
33 2531.818 TRUNCATED DOMES 50 FT 180 550.00 $8,000.00
34 2540.802 MAIL BOX SUPPORT EACH 8 $100.00 8800.00
35 2545.523 4 NON-METALLIC CONDUIT UN FT 955 87.00 86,685.00
36 2503.801 TRAFFIC CONTROL LUMP SUM 1 110,000.00 510,000.00
37 2564.602 F (SIGN PANELS TYPE C SQ FT 288 825.00 87,200.00
38 2564.802 F I SIGN PANELS TYPE SPECIAL EACH 8 8150.00 $900.00
39 2582.501 PAVEMENT MESSAGE (RAILROAD CROSSING) PAINT EACH 2 8250.00 $500.00
40 2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 17 $75.00 51,275.00
41 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 16 $75.00 51,200.00
42 2582.501 PAVEMENT MESSAGE (RAILROAD CROSSING) EPDXY EACH 2 5400.00 $800.00
43 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH 17 5100.00 81,700.00
1 44 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH 18 5100.00 51,600.00
45 2582.502 4• SOLD UNE WHITE PAINT UN FT 13,213 $0.15 $1,981.95
48 2582.502 4" SOUD UNE YELLOW -PAINT UN FT 10,489 50.15 51,573.35
47 2582.502 4" DOUBLE SOUD UNE YELLOW PAINT UN FT 2,204 80.30 8881.20
1 48 2582.502 24' STOP UNE WHITE -PAINT UN FT 107 50.90 $98.30
49 2582.502 24" SOUD UNE YELLOW-PAINT UN FT 244 80.90 1219.60
50 2582 502 1" SOUD UNE WHITE EPDXY UN FT 13,213 80.40 55,285.20
51 2582.502 4 SOLID UNE YELLOW -EPDXY UN FT 10,489 $0.40 54,195.80
1 52 2582.502 4' DOUBLE SOUD UNE YELLOW EPDXY UN FT 2,204 50.110 51,763.20
53 2582.502 24" STOP UNE WHITE -EPDXY UN FT 107 82.40 8256.80
64 2582.502 24" SOLID UNE YELLOW-EPDXY UN FT 244 12.40 5585.80
55 2573.502 SILT FENCE TYPE MACHINE SLICED UN FT 9,251 82.50 523,127.50
58 2573.802 INLET PROTECTION EACH 88 5150.00 513,200.00
1
I K:101888- 421Quantlty\Feas\Opinion of Probable Costs 4.8.08.tds Akron Ave UIt. BId
111 AKRON AVENUE Ultimate Build:
O orlon of Probable Cost
1 WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
C ity Project No.: 409
WSB Project No: 1668 -42 Date: 6/10/2008
I Item MN /DOT Estimated Estimated Total
No. Specification No. Description Unit Total Unit Price Cost
Quantity
57 2575.501 SEEDING ACRE 8 51,000.00 58,000.00
58 2575.502 SEED MIXTURE 250 POUND 488 53.00 51,464.00
I 59 2575.502 SEED MIXTURE 310 POUND 32 $5.00 5160.00
60 2575.502 SEED MIXTURE 350 POUND 56
$5.00 5280.00
61 2575.511 MULCH MATERIAL TYPE TON 14 5100.00 81,390.00
62 2575.511 MULCH MATERIAL TYPE 3 TON 2 $200.00 5420.00
I 63 2575.519 DISK ANCHORING ACRE 8 5700.00 5800.00
64 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 1,354 51.50 52,031.00
65 2575.532 COMMERCIAL FERT ANALYSIS 23-0-23 POUND 1,399 80.60 5839.40
88 2575.532 COMMERCIAL FERT ANALYSIS W/18 -1 -18 FOUND 127 50.80 5101.80
I SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 53,006,568.30
F. STORM SEWER
67 2104.501 REMOVE METAL CULVERT UN FT 292 510.00 82.920.00
68 2451.809 PIPE BEDDING MATERIAL CU YD 897 53.00 52,601.00
I 60 2501.511 15 CS PIPE CULVERT UN F7 76 522.00 51,672.00
70 2501.515 15" CS PIPE APRON EACH 4 5180.00 $1,010.00
71 2501.515 15' RC PIPE APRON EACH 2 5400.00 5800.00
72 2501.515 21" RC PIPE APRON EACH 1 5450.00 5450.00
I 73 2501.515 27" RC PIPE APRON EACH 1 5475.00 5475.00
74 2501.515 33" RC PIPE APRON EACH 2 5800.00 51,600.00
75 2501.525 22" SPAN RC PIPE -ARCH APRON EACH 2 5860.00 51,300.00
76 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH 2 $200.00 5400.00
2501.602 TRASH GUARD FOR 27 PIPE APRON EACH 1 5250.00 5250.00 I TT
78 2501.602 TRASH GUARD FOR 27' PIPE APRON EACH 1 3325.00 5325.00
79 2501.602 TRASH GUARD FOR 33" PIPE APRON EACH 2 537500 5750.00
80 2503.521 22" SPAN RC PIPE -ARCH SEWER CL IIA UN FT 164 860.00 59,840.00
81 2503.541 15' RC PIPE SEWER DESIGN 3008 CL V UN FT 4,533 $2 &00 $126,924.00
I 82 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III UN F7 165 530.00 $4.950.00
83 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III UN FT 844 534.00 $21,898.00
84 2503.541 24' RC PIPE SEWER DESIGN 3006 CL III UN FT 1,288 $42.00 554,012.00
85 2503.541 24" RC PIPE SEWER DESIGN 3006 CL V UN FT 321 544.00 514.124.00
I 86 2503.541 27" RC PIPE SEWER DESIGN 3006 CL III UN FT 137 548.00 58.578.00
87 2503.541 30' RC PIPE SEWER DESIGN 3006 CL III UN FT 83 556.00 54,648.00
88 2503.541 33" RC PIPE SEWER DESIGN 3006 CL III UN FT 289 58200 516,878.00
89 2503.541 38" RC PIPE SEWER DESIGN 3006 CL V UN FT 138 590.00 512,420.00
I 90 2503.541 38" RC PIPE SEWER DESIGN 3006 CL V- JACKED UN FT 120 5625.00 399,000.00
91 2509.602 CONNECT TO EXISTING STORM SEWER EACH 2 51,000.00 52.000.00
92 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL (2'X3' EACH 33 11,200.00 539,800.00
93 2508.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD UN FT 7 5225.00 51,597.50
94 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 UN FT 338 5250.00 584,475.00
I 95 2506.501 CONST DRAINAGE STRUCTURE DES 604020 UN FT 71 5300.00 $21,180.00
96 2506.501 CONST DRAINAGE STRUCTURE DES 72-4020 UN FT 42 5375.00 515,600.00
97 2508.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 1 52,000.00 52,000.00
98 2506.516 CASTING ASSEMBLY EACH 105 5500.00 552,500.00
I 99 2511.501 RANDOM RIPRAP CLASS 111 CU YD 35 565.00 52 24250
100 2511.501 RANDOMRIPRAP CLASS IV CU YD 575.00
101 2511.515 GEOTE)TILE FILTER TYPE III SO YD $3.00
102 2511.515 GEOTEXTILE FILTER TYPE IV SO YD 87 53.00 $281.00
I SUBTOTAL. SCHEDULE F STORM SEWER 5607,197.00
Akron Avenue Ultimate Bulks Subtotal 53,613,790.00
7.5% Contingencies 5271,030.00
1 Subtotal 53,554,32000
30% indirect Cost 51,165,450.00
Akron Avenue Ultimate Bulk) Grand Total 55,050,270.00
I Akron Avenue Accesses (100% Developer Costs) $352,490.00
Akron Avenue Ultimate Build Total less 100% Developer Costs 54,667,760.00
459E City of Rosemount Cost Participation 52,100,500.00
1 55% Dakota County Cost Participation S2,567,280.00
1 K: \01688- 421OuantllyWeas%Opinion of Probable Costs 4.8•o8.es Akron Ave Ult. Bld
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.: 409
WSB Project No: 1668 -42 Date: 3/28/2008
I Opinion of Probable Cost (See Figure 5 for Locations)
AKRON AVENUE Access Improvements: Area 1
Item MN/DOT Estimated Total Estimated Total
No. Specification Description Unit Unit Price Quantity Cost
I No.
WEST TURN LANE NORTH OF WEST 118 MILE INTERSECTION
2105.501 COMMON EXCAVATION (P) CU YD $8.50 685 $5,822.50
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.00 685 35,480.00
I 2112.501 SUBGRADE PREPARATION RD STA $150.00 3 $450.00
2211.503 AGGREGATE BASE CLASS 5 TON $12.00 295 33,540.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $48.00 120 $5,760.00
I 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $40.00 90
GALLON 33.00 $3,600.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT 55 3165.00
2531.501 CONCRETE CURB GUTTER DESIGN B418 LIN FT $10.00 390 $3,900.00
2582.502 4" SOLID LINE WHITE -PAINT LIN FT 30.15 243 338.45
I 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.40 243 397.20
AREA 1 SUBTOTAL 28,851.15
CONTINGENCY 7.5, 32,160.00
INDIRECT 30%
40,310.00
I AREA 1 TOTALS 340s10.00
I AKRON AVENUE Access Improvements: Area 2
MN/DOT Estimated Total
Specification Description Unit Unit Price
I Igo.
No.
EAST TURN LANE NORTH OF WEST 118 MILE INTERSECTION QuanlilY Cost
2105.501 COMMON EXCAVATION (P) CU YD $8.50 825 35,312.50
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.00 625 35,000.00
I 2112.501 SUBGRADE PREPARATION RD STA $150.00 3.3 $495.00
2211.503 AGGREGATE BASE CLASS 5 TON $12.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $48.00 140 $6,720.00
l 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $40.00 105 34,200.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 65 3195.00
2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH $75.00 1 375.00
2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $100.00 1 $100.00
I 2582.502 4" SOLID LINE WHITE -PAINT LIN FT 30.15 243 $36.45
2582.502 4" SOLID LINE WHITE -EPDXY LIN FT 30.40 243 397.20
AREA 2 SUBTOTAL 22,231.15
CONTINGENCY 7.5% $1,670.00
I
INDIRECT 30% $7,170.00
AREA 2 TOTALS $31,070.00,
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1 K: \01668- 42\Quantity1Feas \Opinion of Probable Costs 4- 8- 08.xls Akron Ave (access)
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.: 409
WSB Project No: 1668 -42 Date: 3/28/2008
I Opinion of Probable Cost (See Figure 5 for Locations)
1 AKRON AVENUE Access Improvements: Area 3
MN/DOT Estimated Total Estimated Total
Item
No Specification Description Unit Unit Price Quantity Cost
No.
NORTH MEDIAN AT 1/8 MILE INTERSECTION
2531.501 CONCRETE CURB GUTTER DESIGN 8418 LIN FT $10.00 1 1174 311,740.00
I 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SO YD $40.00 682 $27,280.00
2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH 5350.00 I 2 $700.00
AREA 3 SUBTOTAL 39,720.00
I CONTINGENCY
INDIRECT 7.5 32,980.00
30X1 $12,810.00
AREA 3 TOTALS i 355,510.00
1 AKRON AVENUE Access Improvements: Area 4
1 1 MN/DOT Estimated Total Estimated Total
No.
Specification Description Um Unit Pric Quantity Cost
No.
EAST TURN LANE SOUTH OF EAST 1/8 MILE INTERSECTION
I 2105.501 COMMON EXCAVATION (P) CU YD $8.50 600 35,100.00
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD 38.00 600 $4,800.00
2112.501 SUBGRADE PREPARATION RD STA $150.00 2 3300.00
2211.503 AGGREGATE BASE CLASS 5 TON $12.00 260 $3,120.00
I 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON 348.00 100 34,800.00
2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $40.00 76 33,040.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 33.00 45 3135.00
2531.501 CONCRETE CURB GUTTER DESIGN 8418 UN FT 810.00 339 $3,390.00
I 2582.502 4" SOLID LINE WHITE -PAINT LIN FT $0.15 194 329.10
2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.40 194 $77.60
AREA 4 SUBTOTAL 24791.70
I CONTINGENCY
7.5% 31,860.00
INDIRECT 30% 38,000.00
AREA 4 TOTALS 534,580.00
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1 K:\01668- 42Quantitffeas \Opinion of Probable Costs 4- 8- 08.xls Akron Ave (access)
1 WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.: 409
WSB Project No: 1668 -42 Date: 3/28/2008
I Opinion of Probable Cost (See Figure 5 for Locations)
1 AKRON AVENUE Access Improvements: Area 5
MN/DOT
1 Item Estimated Total Estimated Total
No. Specification Description Unit Unit Price Quantity Cost
No.
WEST TURN LANE SOUTH OF EAST 118 MILE INTERSECTION
2105.501 COMMON EXCAVATION (P) CU YD $8.50 605 $5,142.50
I
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.00 605 $4,840.00
2112.501 SUBGRADE PREPARATION RD STA $150.00 3.5 0525.00
2211.503 AGGREGATE BASE CLASS 5 TON $12.00 280 $3,360.00
1 2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $46.00 120 55,760.00
2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $40.00 90 $3,600.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 03.00 60 0180.00
2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH $75.00 1 575.00
I 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $100.00 1 0100.00
2582.502 4" SOLID LINE WHITE PAINT UN FT $0.15 243 $36.45
2582.502 4" SOLID LINE WHITE -EPDXY LIN FT 00.40 243 $97.20
I AREA 5 SUBTOTAL $23,716.15
CONTINGENCY 7.5% $1,780.00
INDIRECT 30% $7,650.00
AREA 5 TOTALS $33,160.00
I
AKRON AVENUE Access Improvements: Area 6
1 item MN/DOT Estimated Total Estimated Total
No. Specification Description Unit Unit Price Quantity Cost
No.
SOUTH MEDIAN AT 1/8 MILE INTERSECTION
I
2531.501 CONCRETE CURB GUTTER DESIGN 8418 LIN FT $10.00 1295 $12,950.00
2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $40.00 885 035,400.00
2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH 0350.00 2 0700.00
I AREA 6 SUBTOTAL TGENCY 7.5% 549,050.00
$3,680.00
INDIRECT 30% $15,820.00
AREA 6 TOTALS 568,660.00
1
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1 K: 101668- 42\QuantitytFeas1OpInion of Probable Costs 4- 8- 08.xIs Akron Ave (access)
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.: 409
WSB Project No: 1668 -42 Date: 3/28/2008
I Opinion of Probable Cost (See Figure 5 for Locations)
AKRON AVENUE Access Improvements: Area 7
Item MN/DOT Estimated Total Estimated Total
No Specification Description Unit Unit Price No. n Cost
I Quantity 1/8 MILE INTERSECTION EAST ENTRANCE
2105.501 COMMON EXCAVATION (P) CU YD $8.50 1140 $9,690.00
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.00 1140 $9,120.00
I 2112.501 SUBGRADE PREPARATION RD STA $150.00 1.2 5180.00
2211.503 AGGREGATE BASE CLASS 5 TON $12.00 450 $5,400.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $48.00 165 *7,920.00
I 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON $40.00 125 $5,000.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 53.00 75 *225.00
2531.501 CONCRETE CURB &GUTTER DESIGN B418 LIN FT 510.00 389 $3,890.00
2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH $350.00 1 $350.00
I 2531.618 TRUNCATED DOMES SQ FT $50.00 16 5800.00
AREA 7 SUBTOTAL 42,575.00
CONTINGENCY 7.5 $3,190.00
INDIRECT 513,730.00
1 AREA 7 TOTALS $59,500.00
AKRON AVENUE Access Improvements: Area 8
I Item MN/DOT Estimated Total Estimated Total
No. Specification Description Unit Unit Price Quantity Cost
I No.
1/8 MILE INTERSECTION WEC D
ENTRANCE
2105.501 COMMON EXCAVATION P 58.50 1080 $918000
2105.522 SELECT GRANULAR BORROW (CV) (P) CU YD $8.00 1080 58,640.00
I 2112.501 SUBGRADE PREPARATION RD STA $150.00 1.2 5180.00
2211.503 AGGREGATE BASE CLASS 5 TON 512.00 450 $5,400.00
2350.501 TYPE MV 3 WEARING COURSE MIXTURE (C) TON $48.00 175 $8,400.00
2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON 540.00 130 $5,200.00
I 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $3.00 80 $240.00
2531.501 CONCRETE CURB GUTTER DESIGN 8418 LIN FT 510.00 405 $4,050.00
2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 EACH *350.00 1 $350.00
I 2531.618 TRUNCATED DOMES SQ FT $50.00 16 $800.00
2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH *75.00 1 $75.00
2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $100.00 1 5100.00
2582.502 4" SOLID LINE WHITE -PAINT LIN FT $0.15 243 $36.45
I 2582.502 4" SOLID LINE WHITE -EPDXY
AREA 8 SUBTOTAL LIN FT $0.40 243 $97.20
42,748.65
CONTINGENCY 7.5% $3,210.00
INDIRECT 30% $13,790.00
I
AREA 8 TOTALS $59,750.00
1
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K: 01668- 42tQuantity1Feas\Opinion of Probable Costs 4- 8- 08.xls Akron Ave (access)
1
1 Akron Avenue Cost Splits
WSB Project: Prestwick Place
Project Location:Dakota County, Rosemount, MN
City Project No.: 409
WSB Project No.: 1668 -42
Description Costs
Arkon Ave. Ultimate Build Improvements Cost $5,050,270.00
Akron Avenue Development Accesses Cost
Area 1 $40,310.00
Area 2 $31,070.00
Area 3 $55,510.00
Area 4 $34,650.00
Area 5 $33,150.00
Area 6 $68,550.00
Area 7 $59,500.00
Area 8 $59,750.00
Subtotal Akron Ave Dev. Accesses Cost (Tracts 3 6) $382,490.00
1 Akron Ave. UIt Build less Dev. Accesses Cost 64,667,780.00
45% City of Rosemount Cost Participation $2,100,500.00
1 55% Dakota County Cost Participation 62,567,280.00
Akron Ave. lilt Build Total Front Footage 9,489
Akron Ave. Ult. Build Developer Cost per Front Foot
(using 45% City Participation Cost) $221.36
Front footage lengths are from CSAH 42 to 135 Street E and do not include
front footage along the exempt parcels (PID Nos. 34 -02700 -010 -33, 34- 02700-
010-30, 34 -02700 -01041 34 -02700 -010 -32)
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K101868- 42Wua ntitffeasWpiniaiof Probable Costs 4 .8.OB.xls Akron Ave Cost Splits
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1 Akron Avenue Cost Sharing Summary
WSB Projed: Prestwick Place JDH
Project Location: Dakota County, Rosemount, MN TJV
I City Project No.: 409
WSB Project No.: 1668 -42 3/28/2008
Akron Ave. Ultimate Build Developer Cost Participation
C A +B +C
A B
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5221.38 Cost Per Akron Ave.
Tract Owner Front Front Foot Particl Developer Access
(column used for P�n9 Cost A►sa Cost Costs Akron Avenue Total
I
Footage cost calculating (per Cost Sharing Tract Acres (per Cost Sharing Area Cost per Developer Cost
only per Cost Agreement) Sharing Agreement Participation
Sharing (Access Areas 1-8
Agreement) from Figure 5)
I 1 ARGON DEVELOPMENT INC.
THE PEMTOM.LAND CO. 15.458 552,324.36 552,324.36
2 US HOME CORPORATION 28.329 $95,891.88 $95,891.88
I 3 ARCON DEVELOPMENT INC.
1,181 5261,428.02 5261,428.02 20.146 5155,171.14 5418,599.16
THE PEMTOM LAND CO.
DAKOTA COUNTY COMMUNITY 1,323 5292 861.37 19.748 366,845.74 366,845.74
DEVELOPMENT AGENCY
I ARGON DEVELOPMENT INC.
4B THE PEMTOM LAND CO. 7.912 526,781.62 $28,781.82
5 US HOME CORPORATION 15.072 551,017.77 551,017.77
I 6 AKRON 42 LLC
7A ARCON DEVELOPMENT INC. 1,180 5261,206.66 $261,206.66 29.513 5227,318.86 $488,525.52
16.217 361,960.78 $61,960.78
THE PEMTOM LAND CO.
1 78 ARCON DEVELOPMENT INC. 2,301 $509,352.99 117.096 $447,39221 $447,392.21
PARK CITY OF ROSEMOUNT 3.855
TOTAL 5,985 51,324,850.00 $522,830.00 273.348 $802,210.00 $382,490.00 $1,707,340.00
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K:w1ee11- zweenat 4F..swpewa of Pmaele costs 4- 13.oe.xu Akron Ave Cost Sharing Summary
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I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.: 409
WSB Project No: 1668 42 Date: 3/28/2008
I
Opinion of Probable Cost (See Figure 5 for Locations)
County Road 42 Access Improvements: Area 9 (Assessed to Tract 3)
M N /DOT
Item Estimated Total Estimated Total
Specification Description Unit Unit Price
No. No Quantity Cost
I WEST INTERSECTION ON HWY 42
2104.501 REMOVE BITUMINOUS PAVEMENT SQ YD 440.0 $3.50 51,540.00
2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1,320 53.00 53,960.00
I 2105.501 COMMON EXCAVATION CU YD 1,100 515.00 516,500.00
2105.522 SELECT GRANULAR BORROW (CV) CU YD 1,360 510.00 513,600.00
2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,110 515.00 516,650.00
2350.501 TYPE MV 3 WEARING COURSE (C) TON 135 560.00 58,100.00
I 2350.501 TYPE LV 3 WEARING COURSE (C) TON 205 558.00 511,890.00
2350.502 TYPE MV 3 NON WEARING COURSE TON 270 558.00 515,660.00
2350.502 TYPE LV 3 NON WEARING COURSE TON 205 556.00 511,480.00
I 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 215 53.00 5645.00
2521.501 4" CONCRETE WALK SQ FT 350 54.00 51,400.00
2521.511 2" BITUMINOUS WALK SQ FT 260 52.50 5650.00
2531.501 CONCRETE CURB GUTTER, DESIGN TYPE B618 LIN FT 250 510.00 52,500.00
I 2563.601 TRAFFIC CONTROL LUMP SUM 1 57,500.00 57 500.00
2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 600 52.50 51,500.00
2575.505 SODDING TYPE LAWN (INCL. TOPSOIL FERT.) SQ YD 850 53.50 52,975.00
AREA 9 SUBTOTAL 118,550.00
I CONTINGENCY 7.6% $8,740.00
INDIRECT 137,590.00
AREA 9 TOTALS $182,880.00
I County Road 42 Access Improvements: Area 10 (Assessed to Tract 6)
1 Item MN /DOT Estimated Total Estimated Total
No. Specification Description Unit Unit Price Quantity Cost
No.
EAST INTERSECTION ON HWY 4
I 2104.501 REMOVE BITUMINOUS PAVEMENT SQ YD 875.0 13.50 13,062.50
2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2,500 93.00 97,500.00
2105.501 COMMON EXCAVATION CU YD 3,320 $15.00 $49,800.00
2105.522 SELECT GRANULAR BORROW (CV) CU YD 3,740 910.00 137,400.00
I
2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,965 915.00 128.475.00
2350.501 TYPE MV 3 WEARING COURSE (C) TON 180 $60.00 110,800.00
2350.501 TYPE LV 3 WEARING COURSE (C) TON 165 $58.00 99,570.00
I 2350.502 TYPE MV 3 NON WEARING COURSE TON 360 558.00 120,880.00
2350.502 TYPE LV 3 NON WEARING COURSE TON 165 $56.00 19,240.00
2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 230 13.00 1690.00
2521.501 4" CONCRETE WALK SQ FT 14,660 $4.00 $58,640.00
I 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8618 LIN FT 1,800 $10.00 $18,000.00
2531.602 CONCRETE MEDIAN NOSE DESIGN 7108 SQ FT 90 112.00 11,080.00
2563.601 TRAFFIC CONTROL LUMP SUM 1 17,500.00 $7,500.00
2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 700 12.50 $1,750.00
I 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL FERT.) SQ YD 120 13.50 1420.00
AREA 10 SUBTOTAL 285,807.50
CONTINGENCY 7.5% $19,940.00
I INDIRECT 30% $85,720.00
AREA 10 TOTALS 8371,470.00
1 County Road 42 Access Improvements Total: Areas 9 10 $534,350.00
1 K:101668- 42\uantkylFeaMOpinion of Probable Costs 4- 8- 08.xls Co Rd 42 (access)
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Connemera Trail:
I inion of Probable ost
WSB Project: Prestwick Place Design By JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 -42 Date: 4/8/2008
Item MN /DOT Estimated Estimated Total Estimated Estimated Total Esbmatad Estimated Total
Description Unit Total Unit Price Quantit West o� Quantity East of
N o. Specification No. Cost Cost Cost
Quantity Akron Avenue Akron Avenue
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 568,400.00 168,400.00 0.5 334,200.00 0.5 531,200.00
2 2104.501 REMOVE CURB AND GUTTER UN FT 20 13.50 570.00 20 570.00
3 2104.501 REMOVE BITUMINOUS PAVEMENT SCI YD 12 53.50 542.00 12 542.00
4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) UN FT 50 $3.00 8150.00 50 5150.00
5 2105.522 SELECT GRANULAR BORROW (CV) CU YD 64,632 510.00 5646, 320.00 42,259 5422,586.67 22,373 5223,733.33
I 6 2112.501 SUBGRADE PREPARATION ROAD STA 43 $300.00 513,020.00 27.9 $8,370.00 15.5 54,850.00
7 2211.501 AGGREGATE BASE CLASS 8 (100% CRUSHED) TON 7,154 515.00 5107,309.32 1,878 570,162.59 2,476 537,146.73
8 2350.501 TYPE MV 3 WEARING COURSE (C) TON 3,067 160,00 $184,038.18 2,004 5720,287.84 1,063 163,768.32
9 2350.502 TYPE MV 3 NON WEARING COURSE TON 6,135 $58.00 3355,80324 4,009 5232,517.82 2,126 5123,285.42
10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 1,369 $3.00 54,107.95 695 $2,684.55 474 31,423.40
I 11 2521.501 4' CONCRETE WALK SO FT 24,835 54.00 598,310.00 15,880 563,520.00 6,955 535,820.00
12 2521.511 Y BITUMINOUS PATH SO FT 32,660 $2.50 581,650.00 21,595 563.867.50 11,065 527,862.50
13 2531.501 CONCRETE CURB 6 GUTTER, DESIGN TYPE 8816 UN FT 9,290 510.00 592.900.00 5,970 859,700.00 3.320 533200.00
14 2531.602 CONCRETE MEDIAN NOSE DESIGN 7109 SO FT 250 512.00 53,000.00 135 51,820.00 115 51,380.00
15 2563.601 TRAFFIC CONTROL LUMP SUM 1 52,500.00 $2,500.50 0.5 51,25050 0.5 51,250.00
I 16 2573.502 SILT FENCE, TYPE HEAVY DUTY UN FT 4,600 52.50 571,500.00 3,000 57,600.00 1,600 54,000.00
17 2573.602 INLET PROTECTION EACH 53 5150.00 57,950.00 31 *4,650.00 22 53.300.00
18 2575.501 SEEDING (NCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 2 51,000.00 51,921.49 1.9 51,921.48
19 2575.505 SODDING TYPE LAWN (INCL TOPSOIL 8 FERT.) SO YD 12,400 53.50 543,400.00 12,400 543,400.00
I 20 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 EACH 500 5250 81,250.00 500 91,50.00
21 2582.501 PAVEMENT MESSAGE (STRAIGHT ARROW) PAINT EACH 5 $55.00 5275.00 3 5169.00 2 5110.00
22 2562.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 2 $65.00 5110.00 1 568.00 1 555.00
23 2582501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 2 555.00 8110.00 1 855.00 1 $55.00
24 2582.501 PAVEMENT MESSAGE (STRAIGHT -LEFT ARROW) PAINT EACH 1 575.00 575.00 1 575.00
I 25 2582.501 PAVEMENT MESSAGE (STRAIGHT ARROW) EPDXY EACH 5 5140.00 5700.00 3 $420.00 2 3280.00
26 2682.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH 2 5140.00 5260.00 1 5140.00 1 5740.00
27 2562.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH 2 5710.00 $280.00 1 8140.00 1 8140.00
26 2552.501 PAVEMENT MESSAGE (STRAIGHT -LEFT ARROW) EPDXY EACH 1 5175.00 8175.00 1 5175.00
29 2582.502 4' SOLID LINE WHITE PAINT UN FT 6,780 00.15 81,017.00 6,780 51,017.00
I 30 2582.502 4' DOUBLE SOLID UNE YELLOW PAINT LW FT 2.420 80.30 5726.00 2,420 5726.00
31 2582.502 4' SOLO LINE WHITE EPDXY UN FT 6.760 50.30 52,034.00 8,780 82,034.00
32 2562.502 4 DOUBLE SOLID UNE YELLOW EPDXY UN FT 2,420 30.80 81,452.00 2,420 81,452.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 51,731,904.16 51,136,304.46 5595,599.70
B. SANITARY SEWER
I 33 2451.802 GRANULAR FOUNDATION MATERIAL TON 15 512.50 5167.50 5 582.50 10 5125.00
34 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 7 81,250.00 51,250.00 1 51,250.00
35 2503.603 TELEVISING SANITARY SEWER UN FT 690 82.00 57.320.00 660 51.320.00
36 2503.603 F PVC PIPE SEWER SDR 35 UN FT 50 535.00 51,750.00 50 51,750.00
37 2503.603 r PVC PIPE SEWER SDR 26 UN FT 195 53750 87.312.50 195 87,31250
I 38 2503.603 10' PVC PIPE SEWER SDR 26 UN FT 610 550.00 530,500.00 610 830.500.00
39 2506.516 CASTING ASSEMBLY EACH 6 8600.00 33,600.00 2 51,200.00 4 52.100.00
40 2506.603 CONSTRUCT 46' DIA SAN SEWER MANHOLE UN FT 144 5100.00 $23,677.50 44 87,17750 100.0 516,500.00
SUBTOTAL SCHEDULE R SANITARY SEWER 569,587.50 815,752.50 $53,845.00
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I K7016®8.421 tummy lFaas10pW4on of Probable Costs 44.06x. Connemara Trail
1
Connemera Trail:
I anion of Probable Cost
WSB Project: Prestwick Place Design By. JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
1 Pri WS B Project No: 1668.42 Date: 4/82008 Estimated Estimated Estimated Item MNIDOT Estimated Total Estimated Total Estimated Total
Description Unit Total Unit or Quantity -West of Quantity East of
N o. Specification No. Coat Cost Cost
Quantity Akron Avenue Akron Avenue
D. TRUNK WATERMAIN (8" EQUIVALENT)
47 2504.602 HYDRANT EACH 7 52,750.00 519,280.00 5 513,750.00 2 55,500.00
42 2504.602 8' GATE VALVE AND BOX EACH 7 51,250.00 58,750.00 5 56,250.00 2 52,500.00
43 2504.602 B' GATE VALVE AND BOX EACH 4 51,500.00 56,000.00 3 54,500.00 1 51,500.00
44 2504.602 CONNECT TO EXISTING WATERMAIN (16') EACH 1 5750.00 5750.00 1 5750.00
45 2504.602 SCADA SYSTEM UN FT 612.00
I 48 2504.603 8' WATER MAIN -DUCT IRON CL 52 UN FT 185 526.00 54,620.00 140 53,920.00 25 6700.00
47 2504.603 8' WATER MNN -DUCT IRON CL 52 UN FT 4,225 530.00 5126,750.00 2,800 58{,000.00 1,425 542,750.00
48 2504.604 POLYSTYRENE INSULATION SO YD 40 525.00 51,000.00 20 5500.00 20 5500.00
49 2504.604 DUCTILE IRON FITTINGS POUND 3,560 53.00 510,680.00 2,555 57,665.00 1,005 $3,015.00
SUBTOTAL SCHEDULE D TRUNK WATERMAIN 5177,800.00 5121,335.00 556,465.00
1 E. STORM SEWER
50 2451.802 GRANULAR FOUNDATION MATERIAL TON 20 1 512.50 0250.00 10 5125.00 10 8125.00
51 2503.541 15' RC PIPE SEWER DESIGN 3006 CL V UN FT 2,118 528.00 $59,304.00 1,089 $30,402.00 1,029 528,812.00
52 2503.541 18' RC PIPE SEWER DESIGN 3000 CL 0I UN FT 1, 012 530.00 530,360.00 802 824,060.00 210 56,300.00
I 53 2503.541 21' RC PIPE SEWER DESIGN 3006 CL a UN FT 357 632.00 St 1,{24.00 217 58 91{.00 140 54480.00
54 2503.541 24' RC PIPE SEWER DESIGN 3008 CUR UN FT 330 535.00 51 1,550.00 180 55,600.00 170 $5,950.00
SS 2503.541 30" RC PIPE SEWER DESIGN 3006 CL bl UN FT 887 545.00 829,565.00 630 528,.150.00 27 51,21500
56 2503.541 36" RC PIPE SEWER DESIGN 3006 CL IN UN FT 72 560.00 54,320.00 72 54,320.00
57 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48.4020 UN FT 130 3200.00 525,900.00 79.5 515,900.00 50.0 510,000.00
I 58 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 604020 UN FT 92 5290.00 525,620.00 83.0 523,210.00 0.5 52,380.00
59 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (24' EACH 18 51,200.00 521,600.00 10 572,000.00 0 59,000.00
60 2506578 CASTING ASSEMBLY EACH 35 5550.00 579,230.00 21 571,350.00 14 57,700.00
SUBTOTAL SCHEDULE E- STORM SEWER 5239,143.00 6162,581.00 576,562.00
Prestwick Pace Connemara Trail Subtotal $2,218,440.00 81,436,970.00 8762,470.00'
I 7.5% Contingencies 8188,360.00 6107,700.00 856,690.00
Subtotal 82,784,1320.00 81,543,170.00 8841,160.00
4 30% Indimet Cost 8718,430.00 8483,100.00 8252,350.00
1 Prestwick Pate Connemara Trail Total $3,100,270.00 82,000,770.00 $1,093,510.00
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1 K:101868421Qa.ntlly1Fe45Op 4on of Probable Cab 48.96,. Connemara Trail
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Water Main Oversizing on Connemara Trail:
I O pion of Probable Cost 11H
WSB Project Prestwick Place Design By J
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 Date: 4/8/2008
1
Item MN/DOT Estimated Estimated Total a7eO Estimated Total R Estimated Total
ated
No. Specification No. Description Una Total Und Price Coss Ouantdy -West of Cost Oua ntlty Eas o f Cost
Dumbly Estimated
Avenue Akron Avenue
D. TRUNK WATERMAIN (8" EQUIVALENT)
44 1 2504.802 HYDRANT I EACH 7 52,750.00 519,250.00 5 513,750.00 2 I 55,500.00
I 45 2504.802 8' GATE VALVE AND BOX 1 EACH 7 51,250.00 58,750.00 5 56,250.00 2 52.500.00
46 2504.602 e' GATE VALVE AND BOX EACH 4 51,500.00 58,000.00 3 94,500.00 1 01,500.00
47 2504.602 CONNECT TO EXISTING WATERMAIN (18') EACH 1 5750.00 8750.00 1 5750.00
48 2504.802 SCADA SYSTEM LIN FT 91200
49 2504.603 8' WATER MAINDUCT IRON CL 52 UN FT 185 528.00 54,820.00 140 53,920.00 25 5700.00
1 50 2504.803 r WATER MAIN -DUCT IRON CL 52 UN FT 4,225 530.00 5128 750.00 2,800 584,000.00 1,425 542 750.00
51 2504.604 4' POLYSTYRENE INSULATION SO YO 40 525.00 51,000.00 20 5500.00 20 5500.00
52 2504.8111 DUCTILE IRON FITTINGS UN
3,560 53.00 810,660.00 2,565 87,865.00 1,005 53,015.00
SUBTOTAL SCHEDULE 0 r EQUIVALENT WATERMA N 5177,800.00 5121,335.00 856,485.00
Prestwick Place -0' Equivalent Waterman' Subtotal $177,600.00 :127,340.00 554,470.00
I 7.8% Cestinsendes 815,340.00 50.100.00 5/.210.00
8utwW 5191.140.00 5170.0/0.65 !80.710.00
3055 Indirect ant 557.340.00 839,130.00 910,210.00
1 Prostwidt Place 8" Equivalent Watefmagt Total $246,160.00 6580,570.00 $76,920.00
D. TRUNK WATERMAIN (12" REQUIRED)
44 2504.802 HYDRANT EACH 7 52,75000 51925000 5 513,750.00 2 10,500.00
1 46 2504.802 0' GATE VALVE AND 90X EACH 7 51.250.00 50.750.00 5 $850.00 2 52,500.00
46 2604.802 12' GATE VALVE AND BOX EACH 4 52.250.00 59,00000 3 30,760.00 1 $2,250.00
47 2504.602 CONNECT TO EXISTING WATERMNN (18") EACH 1 5750.00 8750.00 1 1750.00
48 2504.802 SCADA SYSTEM LIN FT 4,225 81200 550700.00 2.800 533,800.00 1,425 517,100.00
49 2504.803 6' WATER MAIN-DUCT IRON CL 52 UN FT 165 928.00 84,820.00 140 53,920.00 25 5700.00
I 50 2504.503 17 WATER MAIN -DUCT IRON CL 52 UN FT 4,225 536.00 5147,575.00 2,000 500,000.00 1,46 $48,875.00
51 2504.601 N POLYSTYRENE INSULATION SO YD 40 52500 51,000.00 20 8600.00 20 5500.00
52 2504.601 DUCTILE IRON FITTINGS POUND 4,725 53.00 514,175.00 2,970 50,010.00 7,755 86,265.00
SUBTOTAL SCHEDULE 0 12" TRUNK WATERMAIN 3258,120.00 5172,430.00 583,650.00
Prsatwt* PAce- 12" WatermYn Subtotal $28,120.00 5172,430.00 503,690.00
1 •1.r* der' L s $19,270.00 652,070.8 $0,200.00
Prestwick Place -12' Walennain Total $274.730.00 5165,300.00 $80,970.00
1 COST DIFFERENCE BETWEEN r EQUIVALENT WATER MAIN AND 12" TRUNK WATER MAIN $25,550.00 $15,790.00 $11,050.00
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I K:101800.4210uam6tyWeasla'lelen of Probable Costa 4- 6.0114•
Watermain Oversizing
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Trunk Storm Sewer
I inion 4 Probable ost
WSB Project: Prestwick Place Design By JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
1 WSB Project No: 1668 -42 Date: 4/82008
Estimated Estimated Estimated
Item MN /DOT Estimated Total Estimated Total Estimated Total
Description Unit Total Unit Price Quantity- West of Quantity East of
N o. Specification No Cost Cost Cost
Quantity Akron Avenue Akron Avenue
F. TRUNK STORM SEWER
I 1 2501.602 21' RC PIPE APRON EACH 2 5550.00 51,100.00 2 51,100.00
2 2501.602 24' RC PIPE APRON EACH 2 5600.00 51,200.00 2 51,200.00
3 250!.602 38' RC PIPE APRON W/ SHEET PILING EACH 1 53,600.00 53600.00 1 53,600.00
4 2501.602 46" RC PIPE APRON W/ SHEET PILING EACH 1 54,250.00 54,250.00 1 54250.00
5 2501.602 TRASH GUARD FOR 21' PIPE APRON EACH 2 5375.00 5750.00 2 5750.00
1 6 2501.602 TRASH GUARD FOR 24' PIPE APRON EACH 2 9450.00 5900.00 2 5900.00
7 2501.602 TRASH GUARD FOR 38' PIPE APRON EACH 1 91,100.00 51,100.00 1 51,100.00
8 2501.602 TRASH GUARD FOR 46' PIPE APRON EACH 1 51.750.00 91.750.00 1 51,750.00
9 2503.541 21' RC PIPE SEWER DESIGN 3006 CL 0I UN FT 155 $30.00 54,650.00 155 54650.00
10 2503.541 24' RC PIPE SEWER DESIGN 3006 CL 111 LIN FT 862 935.00 530,170.00 862 530,170.00
I
11 2503.541 36" RC PIPE SEWER DESIGN 3006 CL III UN FT 615 526.00 515,990.00 615 *13,900.00
12 2503.541 /B" RC PIPE SEWER DESIGN 3006 CL 01 UN FT 2,694 5150.00 5404,100.00 2,694 5404,100.00
13 2503.541 54" RC PIPE SEWER DESIGN 3006 CL III UN FT 1,072 5175.00 5187600.00 1,072 5187,600.00
14 2503.541 72" RC PIPE SEWER DESIGN 3006 CL III UN FT 1,360 5225.00 5310,500.00 1,380 $310,500.00
15 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 461020 UN FT 2988 5200.00 **7600.00 194.5 536,900.00 93.5 516,700.00
I 15 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 60 -4020 UN FT 39 9250.00 59,625.00 36.5 x,825.00
17 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 UN FT 62 5350.00 528,525.00 51.5 $26,513.00
18 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 84-4020 LIN FT 56 8450.00 525,200.00 560 525,200.00
19 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 102-4020 UN FT 64 5550.00 534,980.00 63.6 534,980.00
I 20 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 108-4020 154 FT 105 8700.00 573.500.00 105.0 573,300.00
21 2508.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL EACH 1 57,500.00 57,500.00
1 57.300.00
22 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH 1 57,500.00 57,500.00 1 11,500.00
23 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 EACH 1 57,500.00 57,500.00 1 57,500.00
24 2506602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 5 EACH 1 57,500.00 57,500.00 1 57,50060
I 25 2506.802 CONSTRUCT DRAJNAGE STRUCTURE 72' TEE SECTION MH EACH 1 52,000.00 $2,000.00 1 *000.00
28 2506.516 CASINO ASSEMBLY EACH 22 5550.00 572,100.00 5 52,750.00
SUBTOTAL SCHEDULE G -TRUNK STORM SEWER *1,241,700 17 59,350.00
.00 5761.023.00 8459,265.00
Prestwick Place Trunk Storm Sever Subtotal 51241,1110.00 *761,930.00 *459,270.10
I 7.5%Contingencies *93.090.00 *811.810.00 *3{180.00
Subtotal *1,334,2.00.00 *540,370.00 *493,720.00
30% indirect Cost *400,280.00 *202,170.00 51414120.00
Prestwick Place Trunk Storm Server Total 81,734,650.00 81,092,740.00 8641,040.00
1
1
1
1
1
1
1
1
1 K:101666.210wM14AFe topkion of Probable Costs 4.60531* Trunk Storm
1
1 Park Improvements
Opinion of Probable Cost
WSB Project Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 -42 Date: 4/7/2008
I
MN /DOT Estimated
Item
S Description Unit Total Unit Price
Estimated Total
No. n No. Quantity Cost
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 $11,000.00 $11,000.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 700 $10.00 $7,000.00
3 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 950 $15.00 S14,250.00
4 2350.501 TYPE LV 3 WEARING COURSE (C) TON 260 $58.00 $15,080.00
I 5 2350.502 TYPE LV 3 NON WEARING COURSE TON 260 $56.00 S14,560.00
6 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 105 $3.00 $315.00
7 2521.501 4" CONCRETE WALK SQ FT 680 $4.00 $2,720.00
8 2521.511 2" BITUMINOUS WALK SO FT 5,600 $2.50 514,000.00
I 9 2531.501 CONCRETE CURB GUTTER DESIGN TYPE B618 LIN FT 775 $10.00 $7,750.00
10 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 800 $2.50 $2,000.00
11 2573.602 INLET PROTECTION EACH 3 $150.00 $450.00
12 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 5.00 S1,000.00 $5,000.00
I 13 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL FERT.)
SO YD 2,200 $3.50 $7,700.00
14 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 $2.50 $250.00
15 2582.502 4" SOLID LINE WHITE PAINT LIN FT 800 $0.15 $120.00
16 2582.502 4" SOLID LINE WHITE EPDXY UN FT 800 $0.30 $240.00
I SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS S102,435.00
B. SANITARY SEWER
17 2503.602 8" X 6" PVC WYE EACH 1 $130.00 $130.00
18 2503.603 6" PVC PIPE SEWER SDR 26 LIN FT 200 $27.50 $5,500.00
I
19 2506.516 CASTING ASSEMBLY EACH 1 $600.00 $600.00
20 2506.603 CONST 48 DIA SAN SEWER MANHOLE LIN FT 8.0 $165.00 $1,320.00
SUBTOTAL SCHEDULE C SANITARY SEWER $7,550.00
C. WATERMAIN
I
21 2504.602 HYDRANT EACH 1 $2,750.00 $2,750.00
22 2504.602 1" CORPORATION STOP EACH 1 $100.00 5100.00
23 2504.602 6" GATE VALVE AND BOX EACH 1 $1,250.00 $1,250.00
I 24 2504.602 1" CURB STOP BOX EACH 1 S175.00 $175.00
25 2504.603 1 TYPE K COPPER PIPE UN FT 150 $29.00 $4,350.00
26 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 150 $28.00 $4,200.00
27 2504.602 6" GATE VALVE AND BOX EACH 1 51,250.00 $1,250.00
I 28 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT 200 $26.00 $5,600.00
29 2504.604 DUCTILE IRON FITTINGS POUND 550 $3.00 $1,650.00
SUBTOTAL SCHEDULE D WATERMAIN $21,325.00
D. STORM SEWER
I 30 2451.602 GRANULAR FOUNDATION MATERIAL TON 2 $12.50 825.00
31 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 130 828.00 $3,640.00
32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 LIN FT 10.0 $200.00 $2,000.00
33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' EACH 1 81,250.00 81,250.00
I 34 2506.516 CASTING ASSEMBLY EACH 3 $550.00 $1,650.00
SUBTOTAL SCHEDULE E STORM SEWER 88,565.00
Prestwick Place Park Subtotal 5139,880.00
7.5% Contingencies 310,490.00
I Subtotal $150,370.00
30% Indirect Cost 545,110.00
Prestwick Place Park Total $195,480.00
1
1
K :101668 -42%QuantitytFeas \Opinion of Probable Costs 4- 8 -08.xIs Park
1
1
I 142nd Street West
Opinion of Probable Cost
WSB Project: Prestwick Place Design By: JDH
P roject Location: Ci of Rosemount C hecked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
1 l Estimated
Item
No Specification Description I Unit I O T C I Unit Price I Estim t Total
No. A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 *1,300.00 81,300.00
2 2104.501 REMOVE CURB AND GUTTER UN FT 10 33.50 835.00
3 2104.501 REMOVE BITUMINOUS PAVEMENT SQ YD 16.7 83.50 558.33
4 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) UN FT 30 *3.00 590.00
I 5 2105.501 COMMON EXCAVATION CU YD 515.00 50.00
6 2105.522 SELECT GRANULAR BORROW (CV) CU YD 1,370 510.00 513,700.00
7 2105.525 TOPSOIL BORROW (LV) CU YD 5 S30.00 $150.00
8 2112.501 -AGGREGATE PREPARATION ROAD STA 1.8 5300.00 5540.00
9 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 230 315.00 $3,450.00
I
10 2350.501 TYPE LV 3 WEARING COURSE (C) TON 61 858.00 $3,538.00
11 2350.502 TYPE LV 3 NON WEARING COURSE TON Bt S56.00 33,416.00
12 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 30 53.00 890.00
13 2521.501 4" CONCRETE WALK SQ FT 755 84.00 $3,020.00
I
14 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 LIN FT 310 510.00 53,100.00
15 2563.601 TRAFFIC CONTROL LUMP SUM 1 82,500.00 $2,500.00
16 2573.502 _SILT FENCE, TYPE HEAVY DUTY UN FT 180 $2.50 5450.00
17 2573.602 INLET PROTECTION EACH 4 S150.00 $600.00
I 18 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.2 81,000.00
$200.00
19 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SO YD 520
$3.50 81,820.00
20 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 50 52.50 3125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 338,182.33
I B. SANITARY SEWER
21 2451.802 GRANULAR FOUNDATION MATERIAL TON 5 812.50 382.50
22 2503.803 TELEVISING SANITARY SEWER UN FT 90 $2.00 5180.00
23 2503.603 8" PVC PIPE SEWER SDR 28 LIN FT 90 $37.50 83,375.00
I
24 2506.516 CASTING ASSEMBLY EACH 1 5800.00 $800.00
25 2506.602 J CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 1 31,250.00 31,250.00
26 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 18 3185.00 52,640.00
SUBTOTAL SCHEDULE B SANITARY SEWER $8,107.50
I C. WATERMAIN
27 2104.523 SALVAGE HYDRANT ASSEMBLY EACH 1 8500.00 5500.00
28 2504.802 CONNECT TO EXISTING WATERMAIN (8") EACH 1 3750.00 8750.00
29 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 185 830.00 $4.950.00
I 30 2504.604 4" POLYSTYRENE INSULATION SO YD 10 525.00 $250.00
SUBTOTAL SCHEDULE C WATERMAIN $6,450.00
D. STORM SEWER
31 2451.602 GRANULAR FOUNDATION MATERIAL TON 2 812.50 525.00
I 32 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V UN FT 98 $28.00 82,744.00
33 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 146 830.00 $4,380.00
34 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 25 $200.00 S4,920.00
35 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' EACH 1 *1,250.00 31,250.00
I 38 2506.516 CASTING ASSEMBLY EACH 2 8550.00 51,100.00
SUBTOTAL SCHEDULE E STORM SEWER 814,419.00
Prestwick Place 142nd Street West Subtotal 367,160.00
7.5% Contingencies 35,040.00
I Subtotal $72,200.00
30% Indirect Cost 321,650.00
Prestwick Place 142nd Street West Total 393,860.00
I Total Front Footage 300
Cost per Front Foot $312.67
1
KA01668- 4210uantitylFeaslOpinion of Probable Costs 4-8-08.xls 142nd St W
1
1
1 Street 4:
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
1 Item
No 1 SMP o do I Description I Unit I Estimat I Unit Price I Estimated Total ed
A. SURFACE IMPROVEMENTS
1 2021.501 MOBIUZATION LUMP SUM 1 57,700.00 57,700.00
I 2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 3,750 510.00 537,500.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 11.4 5300.00 53,420.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,870 315.00 528,050.00
5 2350.501 TYPE MV 3 WEARING COURSE (C) TON 515 558.00 529,870.00
I 6 2350.502 TYPE MV 3 NON WEARING COURSE TON 515 556.00 $28,840.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 230 83.00 3690.00
8 2521.501 4" CONCRETE WALK SO FT 5,060 84.00 820,240.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 UN FT 2,235 510.00 522,350.00
I 10 2561601 TRAFFIC CONTROL LUMP SUM 1 82 500.00 52,600.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1,200 52.50 83,000.00
12 2573.602 INLET PROTECTION EACH 14 8150.00 52,100.00
13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) I ACRE 1.3 81,000.00 31,300.00
I 14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SO YD 3,750 83.50 813,125.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 I
SQ YD 50 82.50 8125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 3200,810.00
B. SANITARY SEWER
I 18 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812 50 3125.00
17 2503.603 TELEVISING SANITARY SEWER UN F7 770 52.00 81,540.00
18 2503.603 8" PVC PIPE SEWER SDR 35 UN FT 170 535.00 $5,950.00
19 2506.603 8" PVC PIPE SEWER SDR 26 UN FT 800 837.50 822,500.0D
1 20 2508.516 CASTING ASSEMBLY EACH 5 8600.00 83,000.00
21 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 87.5 316100 814,437.50
SUBTOTAL SCHEDULE B SANITARY SEWER 847,552.50
C. WATERMAIN
I 22 2504.602 HYDRANT EACH 4 52,750.00 811,000.00
23 2504.602 6" GATE VALVE AND BOX EACH 4 51250.00 85,000.00
24 2504.602 8" GATE VALVE AND BOX EACH 4 81,500.00 86,000.00
25 2504.603 8" WATER MAIN -DUCT IRON CL 52 UN FT 34 828.00 8962.00
I 28 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 1,175 530.00 $35 250.00
27 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 825.00 8500.00
28 2504.604 DUCTILE IRON FITTINGS POUND 1,300 53.00 83,900.00
SUBTOTAL SCHEDULE C WATERMAIN 362,602.00
I D. STORM SEWER
29 2451.802 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
30 2503.541 15" RC PIPE SEWER DESIGN 3008 CL V UN FT 405 828.00 811,340.00
31 2503.541 18" RC PIPE SEWER DESIGN 3006 CL 111 UN FT 285 530.00 88,550.00
I 32 2503.541 21" RC PIPE SEWER DESIGN 3006 CL N UN FT 365 $32.00 511,680.00
33 2503.541 24" RC PIPE SEWER DESIGN 3006 CL 111 LIN FT 320 335.00 311,200.00
34 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 LIN FT 130 3200.00 826,000.00
35 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2)(3' EACH 3 81,250.00 83,750.00
I 36 2506.516 CASTING ASSEMBLY EACH 12 8550.00 38,600.00
SUBTOTAL SCHEDULE D STORM SEWER 879,245.00
Prestwick Place Street 4 Subtotal 8390,210.00
7.6% Contingencies 829,270.00
Subtotal $419,490.00
30% indirect Cwt 3125,840.00
Prestwick Place Street 4 Total 3545,320.00
Total Front Footage 2,227
I Cwt per Front Foot 3244,97
1
K: 101668- 421OuantltylFeas■Opinion of Probable Costs 4- 8-08.xls Street 4
1
1
1 Street 7:
Opinion of Probable Cost
I WSB Project: Prestwick Place
Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
I Item
MN/DOT Estimated
No. Specificatio Description Unit Total Unit Price
Estimated Total
n No. Quantity
Cost
A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 $4,600.00 84,600.00
I 2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 320 $10.00 83,200.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 10.1 $300.00 83,030.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,450 815.00 821,750.00
5 2350.501 TYPE MV 3 WEARING COURSE (C) TON 400 858.00 823,20000
I 6 2350.502 TYPE MV 3 NON WEARING COURSE TON 400 856.00 522,400.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 180 $3.00 8540.00
8 2521.501 4" CONCRETE WALK SO FT 3,800 81.00 83,800.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 LIN FT 1,585 810.00 815,850.00
I 10 2563.601 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 82.500.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1,000 8250 $2,500.00
12 2573.602 INLET PROTECTION EACH 8150.00
13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 5.8 81,000.00 85,800.00
I 14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SQ YD 2,700 83.50 89,450.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 82.50 8250.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 8118,870.00
B. SANITARY SEWER
I 16 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 812.50 582 50
17 2503.603 TELEVISING SANITARY SEWER
UN FT 540 82.00 81,080.00
18 2503.511 8" DUCTILE IRON PIPE SEWER, CL 52 UN FT 20 850.00 81,000.00
19 2503.803 W PVC PIPE SEWER SIR 35 UN FT 520 835.00 818,200.00
I 20 2508.603 CONSTRUCT 8" OUTSIDE DROP UN FT 6 8250.00 S1,500.00
21 2506.516 CASTING ASSEMBLY EACH 3 8600.00 81,800.00
22 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 41.1 8165.00 86,781.50
SUBTOTAL SCHEDULE B SANITARY SEWER 830,424.00
I C. WATERMAIN
23 2504.802 HYDRANT EACH 2 82,750.00 85.500.00
24 2504.602 6" GATE VALVE AND BOX EACH 2 81,250.00 $2,500.00
25 2504.602 8" GATE VALVE AND BOX EACH 2 81,500.00 83,000.00
I 28 2504.603 6" WATER MAIN -DUCT IRON CL 52 UN FT 12 $28.00 8336.00
27 2504.603 8" WATER MAIN DUCT IRON CL 52 LIN FT 865 830.00 825,950.00
28 2504.604 4" POLYSTYRENE INSULATION SO YD 20 825.00 8500.00
29 2504.604 DUCTILE IRON FITTINGS POUND 600 83.00 81,800.00
I SUBTOTAL SCHEDULE C WATERMAIN 839,586.00
D. STORM SEWER
30 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
31 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V EACH 96 $28.00 82,688.00
I 32 2503.541 21" RC PIPE SEWER DESIGN 3008 CL 111 LIN FT 315 832.00 510, 0.00
33 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 425 835.00 814,875.00
34 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 LIN FT 55.5 8200.00 811,100.00
35 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2)0 EACH 3 81,250.00 83,750.00
I 36 2506.516 CASTING ASSEMBLY EACH 5 8550.00 82,750.00
SUBTOTAL SCHEDULE D STORM SEWER $45,368.00
Prestwick Place Street 7 Subtotal 8234,260.00
7.5% Contingencies $17,570.00
I Subtotal 8251,520.00
30% Indirect Cost $75,550.00
Prestwick Place Street 7 Total $327,370.00
I Total Front Footage 1,596
Cost per Front Foot $205.12
1
K101668- 42WuantityWeas opinion of Probable Costs 4- 8- 08.xls Street 7
1
1 Street 8:
Opinion of Probable Cost
WSB Project: Prestwick Place Design By: JDH
P Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
I Item MN/DOT Estimated
No Specification Description Unit Total Unit Price
Estimated Total
No. Quantity
A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 55,500.00 55,500.00
I 2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 350 510.00 63,500.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 10.65 5300.00 83,195.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,525 615.00 822,875.00
5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 415 858.00 824,070.00
I 6 2350.502 TYPE LV 3 NON WEARING COURSE TON 415 656.00 823240.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
GALLON 185 53.00 5555.00
8 2521.501 4" CONCRETE WALK SQ FT 4,750 81.00 $4,750.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8618 UN FT 2,000 610.00 620,000.00
I 10 2563.801 TRAFFIC CONTROL LUMP SUM 1 82 500.00 62 800.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY UN FT 1,100 82.50 82,750.00
12 2573.602 INLET PROTECTION EACH 11 6150.00 81,850.00
13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1.25 61,000.00 51,250.00
I 14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SQ YD 3,350 83.50 811,725.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 82.50 5250.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 8127.810.00
B. SANITARY SEWER
16 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
I 17 2503.603 TELEVISING SANITARY SEWER UN FT 1,020 82.00 82040.00
18 2503.511 8" DUCTILE IRON PIPE SEWER, CL 52 UN FT 20 550.00 81,000.00
19 2503.603 8" PVC PIPE SEWER SOR 35 UN FT 1,000 $35.00 535,000.00
20 2506.803 CONSTRUCT 8" OUTSIDE DROP UN FT 6 8250.00 81,500.00
I 21 2506.516 CASTING ASSEMBLY EACH 6 8600.00 83600.00
22 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 66 8165.00 510,890.00
SUBTOTAL SCHEDULE B SANITARY SEWER $54,155.00
C. WATERMAIN
I 23 2504.602 HYDRANT EACH 1 82 750.00 52 750.00
24 2504.602 6" GATE VALVE AND BOX EACH 1 61,250.00 81,250.00
25 2504.602 8" GATE VALVE AND BOX EACH 12 81,500.00 818,000.00
26 2504.603 6" WATER MAIN -DUCT IRON CL 52 UN FT 4 828.00 8112.00
I 27 2504.603 8" WATER MAIN -DUCT IRON CL 52 UN FT 1.110 830.00 833,300.00
28 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 $2500 8500.00
29 2504.604 DUCTILE IRON FITTINGS POUND 1,620 83.00 $4,860.00
SUBTOTAL SCHEDULE C WATERMAIN 860,772.00
I D. STORM SEWER
30 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 51251X1
31 2503.541 15" RC PIPE SEWER DESIGN 3006 Cl. V UN FT 445 828.00 812,460.00
32 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III UN FT 180 830.00 84,800.00
I 33 2503.541 21" RC PIPE SEWER DESIGN 3008 CL 19 UN FT 175 53200 $5,600.00
34 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 44 8200.00 58,800.00
35 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1(2X3' EACH 3 81250.00 *750.00
38 2508.518 CASTING ASSEMBLY EACH 8 5550.00 84,400.00
SUBTOTAL SCHEDULE D STORM SEWER 839,935.00
I Prestwick Place Street 8 Subtotal 8282,870.00
7.5% Contingencies 821,280.00
Subtotal 8303,870.00
30% indirect Cost 891,160.00
I Prestwick Place Street 8 Total 8398,030.00
Total Front Footage 2,012
Cost per Front Foot 8198.34
1
1
K: 01868- 421QuantityAFeasOpinion of Probable Costs 4.8.O8.xis Street 8
1
1
1 Street 9:
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 -42 Date: 4/7/2008
MN/DOT Estimated
Item Specificatio Description Unit Total Unit Price Esti Total
Cost
n No. Quantity
A. SURFACE IMPROVEMENTS
1 2021.501 MOBIUZATION LUMP SUM 1 514,800.00 514,800.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 6,880 510.00 588,800.00
I 3 2112.501 SUBGRADE PREPARATION ROAD STA 23 5300.00 16,900.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 3,420 815.00 $51,300.00
5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 930 558.00 553,940.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 930 556.00 852,080.00
I 7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 415 53.00 51,245.00
8 2521.501 4" CONCRETE WALK SO FT 14,150 $4.00 856,600.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 UN FT 3,300 810.00 133,000.00
10 2563.601 TRAFFIC CONTROL LUMP SUM 1 82,500.00 $2,500.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY UN FT 2,300 8250 85,750.00
I 12 2573.602 INLET PROTECTION EACH 28 8150.00 84,200.00
13 2575.501 SEEDING (INCL TOPSOIL FERT, MULCH, DISC ANCHOR) ACRE 2.8 81,000.00 82,600.00
14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) S0 YD 6,000 83.50 $21,000.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 100 5250 8250.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 5374,965.00
I B. SANITARY SEWER
16 2451.802 GRANULAR FOUNDATION MATERIAL TON 20 $12.50 5250.00
17 2503.603 TELEVISING SANITARY SEWER UN FT 2,220 52.00 54,440.00
16 2503.511 8" DUCTILE IRON PIPE SEWER, CL 52 UN FT 40 850.00 82,000.00
I 19 2503.803 8' PVC PIPE SEWER SDR 35 UN FT 1,650 835.00 584,750.00
20 2503.603 8' PVC PIPE SEWER SDR 26 UN FT 330 837.50 812,375.00
21 2506.603 CONSTRUCT 8' OUTSIDE DROP UN FT 15 8250.00 $3,750.00
22 2506.516 CASTING ASSEMBLY EACH 18 5600.00 810,800.00
23 2506.603 CONST 4r DA SAN SEWER MANHOLE UN FT 160 8165.00 826,400.00
I SUBTOTAL SCHEDULES SANITARY SEWER 1124,785.00
D. WATERMAIN
24 2504.602 HYDRANT EACH 6 82,750.00 816,500.00
25 2504.602 6" GATE VALVE AND BOX EACH 6 51,250.00 87,500.00
I 26 2504.602 8" GATE VALVE AND BOX EACH 7 81,500.00 510,500.00
27 2504.603 6" WATER MAIN-DUCT IRON CI. 52 UN FT 75 828.00 82,100.00
28 2504.603 _8" WATER MAIN -DUCT IRON CL 52 UN FT 2.300 530.00 $69,000.00
29 2504.604 4 POLYSTYRENE INSULATION SO YD 20 525.00 $500.00
30 2504.604 DUCTILE IRON FITTINGS POUND 3,500 53.00 810,500.00
I SUBTOTAL SCHEDULE D WATERMAIN 5116,600.00
F. STORM SEWER
31 2451.602 GRANULAR FOUNDATION MATERIAL TON 20 512.50 5250.00
32 2503.541 15" RC PIPE SEWER DESIGN 3006 CI. V UN FT 450 528.00 812,600.00
33 2503.541 21" RC PIPE SEWER DESIGN 3006 Cl. 11I UN FT 235 532.00 87,520.00
I 34 2503.541 21" RC PIPE SEWER DESIGN 3008 CL N UN FT 50 535.00 81,750.00
35 2503.541 24' RC PIPE SEWER DESIGN 3006 CL 111 UN FT 200 135.00 87,000.00
36 2503.541 _24" RC PIPE SEWER DESIGN 3006 CL IV UN FT 645 $40.00 825,800.00
37 2503.541 30" RC PIPE SEWER DESIGN 3006 CL III UN FT 15 $45.00 $675.00
I 38 2503.541 30' RC PIPE SEWER DESIGN 3008 CL N UN FT 120 850.00 $8,000.00
39 2503.541 38" RC PIPE SEWER DESIGN 3008 CL N
UN FT 15 875.00 81,125.00
10 2506.801 CONSTRUCT DRAINAGE STRUCTURE DES 48020 UN FT 55.0 5200.00 511,000.00
41 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 604020 UN FT 125.0 5280.00 835,000.00
42 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 UN FT 22.5 8350.00 87,675.00
I
43 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2k3' EACH 11 81,250.00 813,750.00
44 2506.516 CASTING ASSEMBLY EACH 19 8550.00 810,450.00
SUBTOTAL- SCHEDULE F STORM SEWER 5140,795.00
Prestwick Place Street 9 Subtotal $767,130.00
I a 7.6% Contingencies 856,780.00
Subtotal 8813,910.00
30% Indirect Cost 8244,170.00
Prestwick Place Street 9 Total 81,056,080.00
I Total Front Footage 4,436
Cost per Front Foot 8236.52
1
K :101888- 42Valaw3tyiF.as Opinion of Probable Costs 42 08yis Street 9
1
1 Street 10:
Opinion of Probable Cost
WSB Project Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSB Project No: 1668 -42 Date: 4/7/2008
MN /DOT Estimated
Item Specificatio Description Unit Total Unit Price Estimated Total
No. n No. Quantity Cost
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 54,600.00 $4,600.00
2 2105.525 TOPSOIL BORROW (LV) CU YD 1,900 530.00 557,000.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 7.15 5300.00 52,145.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 940 515.00 514,100.00
I 5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 260 558.00 515,080.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 260 556.00 514,560.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 120 53.00 5360.00
8 2521.501 4" CONCRETE WALK SQ FT 1,950 54.00 57,800.00
9 2531.501 CONCRETE CURB 8 GUTTER, DESIGN TYPE B618 LIN FT 550 510.00 55,500.00
10 2563.601 TRAFFIC CONTROL LUMP SUM 1 52,500.00 52,500.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 720 52.50 51,800.00
I 12 2573.602 INLET PROTECTION EACH 5 5150.00 5750.00
13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.8 51,000.00 5800.00
14 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL FERT.) SQ YD 1,800 53.50 56,300.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 50 52.50 5125.00
I SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 5133,420.00
B. SANITARY SEWER
16 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 512.50 5125.00
17 2503.603 TELEVISING SANITARY SEWER LIN FT 535 52.00 51,070.00
I 18 2503.603 W PVC PIPE SEWER SDR 35 LIN FT 535 535.00 518,725.00
19 2506.516 CASTING ASSEMBLY EACH 4 5600.00 52,400.00
20 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 45 5165.00 57,425.00
SUBTOTAL SCHEDULE B SANITARY SEWER 529,745.00
I C. WATERMAIN
21 2504.602 HYDRANT EACH 1 52,750.00 52,750.00
22 2504.602 6" GATE VALVE AND BOX EACH 1 51,250.00 51,250.00
23 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 36 528.00 51,008.00
I 24 2504.803 8" WATER MAIN -DUCT IRON CL 52 LIN FT 495 530.00 514,850.00
25 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 525.00 5500.00
28 2504.604 DUCTILE IRON FITTINGS POUND 300 53.00 5900.00
SUBTOTAL SCHEDULE C WATERMAIN $21,258.00
ID, STORM SEWER
27 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 512.50 $125.00
28 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 240 528.00 56,720.00
29 2503.541 30" RC PIPE SEWER DESIGN 3006 CL I8 LIN FT 565 545.00 525,425.00
I 30 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 60-4020 LIN FT 42.5 5280.00 511,900.00
31 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2)(3' EACH 3 51,250.00 53,750.00
32 2506.516 CASTING ASSEMBLY EACH 5 5550.00 $2,750.00
I SUBTOTAL SCHEDULE D STORM SEWER $50,870.00
Prestwick Place Street 10 Subtotal $236,080.00
7.5% Contingencies 517,630.00
Subtotal 5252,720.00
I 30% indirect Cost 576
Prestwick Place Street 10 Total 5328,540.00
Total Front Footage 1,136
Cost per Front Foot 5289.21
I
K: 01668- 42\Quantity\Feaa \Opinion of Probable Coats 4-8- 08.xts Street 10
1
1 Street 14 (Equivalent Residential Road):
Opinion of Probable Cost
WSB Project: Prestwick Place
Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 -42 Date: 4/7 /2008
MN /DOT Estimated
Item Estimated Total
No Specificatio Description Unit Total Unit Price Cost
n No. Quantity
A. SURFACE IMPROVEMENTS
1 2021.501 MOBIUZATION LUMP SUM 1 98,300.00 $8,300.00
I 2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 4,190 910.00 541,900.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 14.8 5300.00 $4,440.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 2,090 $15.00 $31,350.00
5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 585 $58.00 832,770.00
8 2350.502 TYPE LV 3 NON WEARING COURSE TON 565 $5800 $31 640.00
I 7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 380 8300 81,140.00
8 2521.501 4" CONCRETE WALK
SOFT 6,830 84.00 927,320.00
9 2521.511 2 BITUMINOUS WALK SO FT 11,130 52.50 827,825.00
10 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 UN FT 2,700 810.00 927,000.00
I 11 2583.801 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 82,500.00
12 2573.502 SILT FENCE, TYPE HEAVY DUTY UN FT 1,500 92.50 83,750.00
13 2573.602 INLET PROTECTION EACH 13 8150.00 81,950.00
14 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1.70 $1,000.00 81,700.00
I 15 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SO YD 4,500 83.50 815,750.00
18 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 100 82 50 8250.00
17 2582.502 4" DOUBLE SOLID UNE YELLOW PAINT UN FT 1,400 $0.30 8420.00
18 2582.502 4" DOUBLE SOUD UNE YELLOW EPDXY UN FT 1,400 $0.80 $840.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 5260,845.00
I B. SANITARY SEWER
19 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 $12.50 5125.00
20 2503.603 TELEVISING SANITARY SEWER UN FT 490 5200 $980.00
21 2503.803 8" PVC PIPE SEWER SDR 35 UN FT 230 $35.00 $8.050.00
I 22 2503.803 8" PVC PIPE SEWER SDR 26 UN FT 260 537.50 59,750.00
23 2508.518 CASTING ASSEMBLY EACH 3 8600.00 $1,800.00
24 2506.603 CONST 48' DIA SAN SEWER MANHOLE UN FT 42.0 5185.00 $8,930.00
SUBTOTAL SCHEDULE C SANITARY SEWER 827,635.00
I C. WATERMAIN
25 2504.802 HYDRANT EACH 2 82,750.00 85,500.00
26 2504.602 8' GATE VALVE AND BOX EACH 2 81,250.00 $2,500.00
27 2504.802 8" GATE VALVE AND BOX EACH 5 81,500.00 87,500.00
28 2504.802 1W X 8" WET TAP WITH VALVE EACH 1 $3,750.00 83,750.00
I
29 2504.803 6" WATER MAIN -DUCT IRON CL 52 UN FT 30 $28.00 $840.00
30 2504.603 8" WATER MAIN -DUCT IRON CL 52 UN FT 1,520 530.00 545,600.00
31 2504.804 4" POLYSTYRENE INSULATION SO YD 20 825.00 5500.00
32 2504.804 DUCTILE IRON FITTINGS POUND 1,850 $3.00 $4,950.00
I SUBTOTAL SCHEDULE D- WATERMAIN 871,140.00
D. STORM SEWER
33 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 $12.50 5125.00
34 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V UN FT 875 $28.00 $24,500.00
I 35 2503.541 24" RC PIPE SEWER DESIGN 3008 CL III UN FT 415 535.00 814,525.00
36 2503.541 30" RC PIPE SEWER DESIGN 3006 CL III UN FT 55 945.00 $2,475.00
37 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 16.0 9200.00 $3,200.00
38 I 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 80.4020 UN FT 21.0 9280.00 55,880.00
39 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 72-4020 UN FT 8.0 8350.00 $2,100.00
I 40 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (7)(3' EACH 5 91,250.00 96,250.00
41 2508.516 CASTING ASSEMBLY EACH 8 5550.00 84,400.00
SUBTOTAL SCHEDULE E STORM SEWER 963,455.00
Prestwick Place Street 14 Subtotal $423,080.00
I ♦7.5 Contingencies $31,730.00
Subtotal $454,810.00
30% Indirect Cost *136,440.00
Prestwick Place Street 14 Total :591,250.00
I Total Front Footage 2,851
Cost per Front Foot *207.38
1
K.61888- 42U]uantity\FeasWpinion of Probable Costs 4- e- 08.x1s Street 14 Equiv. Residential Rd
1
1
1 Street 14 (Road Oversizing):
Opinion of Probable Cost
WSB Project: Prestwick Place Design By JDH
P roject Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
1
MN /DOT T Estimated
Item I Estimated Total
No Specir�atio Description UnR Total Unit Price Cost
n No. Quantity
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 $500.00 $500.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 610 010.00 36,100.00
3 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 305 015.00 34,575.00
4 2350.501 TYPE LV 3 WEARING COURSE (C) TON 95 358.00 $5,510.00
I 5 2350.502 TYPE LV 3 NON WEARING COURSE TON 95 356.00 $5,320.00
6 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 65 $3.00 3195.00
7 2531.501 CONCRETE CURB 8 GUTTER, DESIGN TYPE B618 UN FT 70 310.00 0700.00
8 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL 8 FERT.) SO YO 120 33.50 3420.00
I 9 2582.501 PAVEMENT MESSAGE (STRAIGHT ARROW) PAINT EACH 1 $55.00 $55.00
10 2582.501 PAVEMENT MESSAGE (LEFT ARROW) PAINT EACH 2 355.00 3110.00
11 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) PAINT EACH 2 $55.00 $110.00
12 2582.501 PAVEMENT MESSAGE (STRAIGHT ARROW) EPDXY EACH 1 3140.00 3140.00
I 13 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH 2 0140.00 $260.00
14 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH 2
3140.00 3280.00
15 2582.502 4" SOLID LINE WHITE PAINT LIN FT 180 00.15 027.00
16 2582.502 4" SOLID LINE WHITE EPDXY LIN FT 180 00.30 $54.00
I SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS $24,376.00
Prestwick Place Street 14 Subtotal 324,380.00
7.5% Contingencles 31,830.00
I Subtotal 326,210.00
30% Indirect Cost 37,880.00
Prestwick Place Street 14 Total $34,070.00
1
1
1
1
1
1
1
1
K101668 -421QuantitytFeas \Opinion of Probable Costs 4-8-08.xls Street 14 Rd Oversizing
1
1
1 Street 16:
Opinion of Probable Cost
I WSB Project Prestwick Place Design By JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1666 42 Date: 4/7/2008
I
MN/DOT Estimated
Item Specificatio Description Unit Total Unit Price Estimated Total
No. n No. Quantity Cod
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 513,200.00 $13,200.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 3,260 510.00 $32,800.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 10.8 8300.00 $3,240.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,625 $15.00 024,375.00
I 5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 440 058.00 $25,520.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 440 056.00 824,640.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 295 83.00 $885.00
8 2521.501 4" CONCRETE WALK SQ FT 5,275 84.00 $21,100.00
I 9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8618 LIN FT 2,075 510.00 820,750.00
10 2563.601 TRAFFIC CONTROL LUMP SUM 1 02,500.00 12,500.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1,100 8.50 $2,750.00
12 2573.802 INLET PROTECTION EACH 15 0150.00 52,250.00
I 13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1.25 51,000.00 $1,250.00
14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SQ YD 3,570 $3.50 $12,495.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 50 $250 0125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 8187,660.00
I B. SANITARY SEWER
16 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 $125.00
17 2503.603 TELEVISING SANITARY SEWER UN FT 665 5200 01,330.00
18 2503.603 8" PVC PIPE SEWER SDR 35 UN FT 665 $35.00 023,275.00
I 19 2506.516 CASTING ASSEMBLY EACH 5 8600.00 $3 000.00
20 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 57.5 0165.00 $9,487.50
SUBTOTAL SCHEDULE 8 SANITARY SEWER $37,217.50
C. WATERMAIN
I 21 2504.602 HYDRANT EACH 1 $2,750.00 $2 750.00
22 2504.602 6" GATE VALVE AND BOX EACH 1 $1,250.00 11,250.00
23 2504.602 8" GATE VALVE AND BOX EACH 8 81,500.00 $12,000.00
24 2504.603 6" WATER MAIN -DUCT IRON CL 52 UN FT 16 $28.00 0448.00
I 25 2504.603 8" WATER MAIN -DUCT IRON CL 52 UN FT 1,255 0300.00 8376 500.00
26 2504.604 4" POLYSTYRENE INSULATION SQ YD 20 825.00 0500.00
27 2504.804 DUCTILE IRON FITTINGS POUND 1,600 $3.00 04,800.00
SUBTOTAL SCHEDULE C WATERMAIN 5398,248.00
I D. STORM SEWER
28 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 012.50 $125.00
29 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V UN FT 465 828.00 $13,020.00
30 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III UN FT 400 $30.00 $12,000.00
I 31 2503.541 21" RC PIPE SEWER DESIGN 3006 CL 01 UN FT 75 032.00 02,400.00
32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 484020 UN FT 61.0 8200.00 $12,200.00
33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2' Y EACH 5 $1,250.00 06,250.00
34 2506.516 CASTING ASSEMBLY EACH 10 0550.00 $5,500.00
I SUBTOTAL SCHEDULE D STORM SEWER 851,495.00
Prestwick Place Street 16 Subtotal $674,640.00
7.5% Contingencies :50,600.00
I Subtotal $725,240.00
30% Indirect Cost $217,570.00
Prestwick Place Street 16 Total $942,810.00
1 Total Front Footage 2,159
Cost per Front Foot $436.69
1
K 0166842QuantitylFeas Op*son of Probable Costs 4.8 08.xls Street 16
1
1
1 Street 17:
Opinion of Probable Cost
I
�3
WSB Project Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
I Item
MN/DOT Estimated
SpeGfication Description Unit Total Unit Price
Estimated Total
No. No. Quantity Cost
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 $5,800.00 55,800.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 3,005 510.00 530,050.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 10.4 5300.00 53,120.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,500 515.00 822,500.00
I 5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 410 558.00 823,780.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 410 556.00 522,960.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 185 53.00 8555.00
8 2521.501 4" CONCRETE WALK SO FT 4,810 54.00 519,240.00
1 9 2521.511 2" BITUMINOUS PATH SO FT 6,210 52.50 515,525.00
10 2531.501 CONCRETE CURB 8 GUTTER, DESIGN TYPE 8818 UN FT 1,700 810.00 517,000.00
11 2563.601 TRAFFIC CONTROL LUMP SUM 1 52,500.00 52,500.00
12 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1,050 52.50 52,825.00
I 13 2573.602 INLET PROTECTION EACH 13 8150.00 81,950.00
14 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1.2 51,000.00 $1,200.00
15 2575.505 SODDING TYPE LAWN (INCL. TOPSOIL FERT.) SO YD 3,310 83.50 511,585.00
16 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 100 82.50 5250.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS S180,640.00
I
B. SANITARY SEWER
17 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
18 2503.603 TELEVISING SANITARY SEWER LIN FT 315 82.00 5630.00
I 19 2503.803 8' PVC PIPE SEWER SDR 35 LIN FT 315 $35.00 511,025.00
20 2506.516 CASTING ASSEMBLY EACH 2 5600.00 81,200.00
21 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 42.4 5165.00 56,996..00
SUBTOTAL SCHEDULE B SANITARY SEWER 519,976.00
C. WATERMAIN
I
22 2504.602 HYDRANT EACH 2 82,750.00 55600.00
23 2504.602 6" GATE VALVE AND BOX EACH 2 51,250.00 $2,500.00
24 2504.602 8" GATE VALVE AND BOX EACH 5 51,500.00 57,500.00
25 2504.603 8" WATER MAIN -DUCT IRON CL 62 UN FT 60 828.00 51,680.00
26 2504.803 8" WATER MAIN -DUCT IRON CL 52 LIN FT 1,070 530.00 832,100.00
27 2504.604 4' POLYSTYRENE INSULATION LIN
YD 20 825.00 5500.00
28 2504.604 DUCTILE IRON FITTINGS POUND 1,510 53.00 84,530.00
SUBTOTAL SCHEDULE C WATERMAIN 554,310.00
I D. STORM SEWER
29 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
30 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 255 528.00 87,140.00
31 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 385 530.00 811,550.00
I 32 2503.541 21" RC PIPE SEWER DESIGN 3008 CL III LIN FT 90 532 00 52880.00
33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 44.5 5300.00 813,350.00
34 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2)(3' C EACH 3 51,250.00 53,750.00
35 2506.516 CASTING ASSEMBLY EACH 7 $550.00 53,850.00
I SUBTOTAL SCHEDULE D STORM SEWER 842,645.00
Prestwick Place Street 17 Subtotal 5297,570.00
7.5% Contingencies 522,320.00
Subtotal 5319,590.00
I
30% Indirect Cost 595,970.00
Prestwick Place Street 17 Total 5415,850.00
Total Front Footage 1,923
1 Cost per Front Foot 5216.26
1
K:w1668- 421Quennty1FeetA0pinion of Probable Costs 4.8- 083ts Street 17
1
1
1 Street 18:
Opinion of Probable Cost
WSB Project: Prestwick Place Design By: JDH
P roject Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
1
Item MN/DOT Estimated Estimated Total
No. SpeciBgtio Description Unit Total Unit Price Cost
n No. Quantity
A. SURFACE IMPROVEMENTS
I 1 2021.501 MOBILIZATION LUMP SUM 1 52 200.00 $2,200.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 1,100 510.00 511,000.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 2.5 5300.00 $750.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 540 515.00 58,100.00
I 5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 150 558.00 58,700.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 150 moo 58,400.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 70 53.00 5210.00
8 2521.511 2" BITUMINOUS PATH SQ FT 1,625 52.50 54,062.50
I 9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE B618 UN FT 300 510.00 53,000.00
10 2563.601 TRAFFIC CONTROL LUMP SUM 1 52,500.00 52,500.00
11 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 300 32.50 5750.00
12 2573.602 INLET PROTECTION EACH 4 5150.00 5600.00
1 13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.3 51,000.00 5300.00
14 2575.505 SODDING 'TYPE LAWN (INCL TOPSOIL FERT.) SQ YD 500 53.50 51,750.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 20 52.50 550.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 552,372.50
I B. SANITARY SEWER
16 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 512.50 562.50
17 2503.603 TELEVISING SANITARY SEWER UN FT 380 5200 5760.00
18 2503.603 W PVC PIPE SEWER SDR 35 UN FT 380 535.00 313,300.00
I 19 2506.516 CASTING ASSEMBLY EACH 1 5600.00 5600.00
20 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT 17.3 5165.00 52,854.50
SUBTOTAL SCHEDULE B SANITARY SEWER 317,577.00
C. WATERMAIN
I 21 2504.602 HYDRANT EACH 1 52 750.00 52 750.00
22 2504.602 6" GATE VALVE AND BOX EACH 1 51,250.00 51,250.00
23 2504.802 8" GATE VALVE AND BOX EACH 3 51,500.00 54,500.00
24 2504.603 6" WATER MAIN -DUCT IRON CL 52 UN FT 12 528.00 5336.00
I 25 2504.603 8" WATER MAIN -DUCT IRON CL 52 UN FT 380 530.00 511,400.00
26 2504.604 4 POLYSTYRENE INSULATION SQ YD 20 525.00 5500.00
27 2504.604 DUCTILE IRON FITTINGS POUND 850 53.00 52,550.00
SUBTOTAL SCHEDULE C WATERMAIN 523,286.00
ID. STORM SEWER
28 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 512.50 56150
29 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V UN FT 85 528.00 52,380.00
30 2503.541 21" RC PIPE SEWER DESIGN 3006 CL 111 UN FT 175 532.00 55,600.00
I
31 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 85 535.00 52,975.00
32 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 24.5 5200.00 54,900.00
33 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2'x3' EACH 2 51,250.00 52,500.00
34 2506.516 CASTING ASSEMBLY EACH 3 5550.00 51,850.00
I SUBTOTAL SCHEDULE D STORM SEWER 520,067.50
Prestwick Place Street 18 Subtotal 5113,300.00
7.5% Contingencies 58,500.00
I Subtotal 5121,800.00
30% Indirect Cost 536,540.00
Prestwick Place Street 18 Total 5158,340.00
I Total Front Footage 610
Cost per Front Foot 5259.57
1
K 01668- 421QuantityWeaslOpinion of Probable Coats 4.8- 08.xls Street 18
1
1
1 Street 19:
Opinion of Probable Cost
I
WSB Project Prestwick Place
Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
WSB Project No: 1668 42 Date: 4/7/2008
MN/DOT Estimated
I Item
Nc (Specificatio Description I Unit I Total I Unit Price Estimated Total
n No. Quantity
A. SURFACE IMPROVEMENTS
1 2021.501 MOBIUZATION LUMP SUM 1 36,700.00 88,700.00
I 2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 2,925 310.00 $29,250.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 9.2 5300.00 52,780.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 1,460 615.00 521,900.00
5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 400 858.00 523,200.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 400 656.00 $22,400.00
I 7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 160 83.00 5540.00
8 2521.501 4' CONCRETE WALK SOFT 3,310 $4.00 $13,240.00
9 2531.501 CONCRETE CURB 8 GUTTER, DESIGN TYPE 8618 UN FT 1,210 $10.00 812,100.00
10 2563.801 TRAFFIC CONTROL LUMP SUM 1 $2,500.00 $2500.00
I 11 2573.502 SILT FENCE, TYPE HEAVY DUTY UN FT 950 $250 $2,375.00
12 2573.602 INLET PROTECTION EACH 13 6150.00 81,950.00
13 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.55 61,000.00 $550.00
14 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SO YD 3,050 $3.50 810,875.00
15 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 50 82.50 8125.00
I SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 5150,265.00
B S ANITARY SEWER
16 2451.802 GRANULAR FOUNDATION MATERIAL TON 10 612.50 5125.00
17 2503.603 TELEVISING SANITARY SEWER UN FT 875 52.00 51,750.00
I 18 2503.511 8" DUCTILE IRON PIPE SEWER, CL 52 UN FT 40 550.00 $2,000.00
19 2503.803 8" PVC PIPE SEWER SDR 35 UN FT 55 530.00 81,650.00
20 2503.803 8" PVC PIPE SEWER SDR 26 UN FT 835 $35.00 829,225.00
21 2506603 CONSTRUCT 8" OUTSIDE DROP UN FT 9 $350.00 56150.00
I 22 2508.518 CASTING ASSEMBLY EACH 6 3800.00 33600.00
23 2506.603 CONST 48" DIA SAN SEWER MANHOLE UN FT 101 8185.00 816,865.00
SUBTOTAL SCHEDULE B SANITARY SEWER 356185.00
C. WATERMAIN
I 24 2504.802 HYDRANT EACH 3 52750.00 58,250.00
25 2504.802 8" GATE VALVE AND BOX EACH 3 51,250.00 33,750.00
26 2504.602 8" GATE VALVE AND BOX EACH 8 51,500.00 512,000.00
27 2504.803 6" WATER MAIN -DUCT IRON CL 52 UN FT 50 82600 51,400.00
28 2504.803 8" WATER MAIN -DUCT IRON CL 52 UN FT 1,055 830.00 531,850.00
I 29 2504.804 4' POLYSTYRENE INSULATION 20 825.00 5500.00
30 2504.604 DUCTILE IRON FITTINGS POUND 2,150 $3.00 88,450.00
SUBTOTAL SCHEDULE C WATERMAIN $84,000.00
D. STORM SEWER
I 31 2451.802 GRANULAR FOUNDATION MATERIAL TON 10 $1250 8125.00
32 2501.602 15" RC PIPE SEWER DESIGN 3008 CL V EACH 530 528.00 514,840.00
33 2501.602 18" RC PIPE SEWER DESIGN 3006 CL III EACH 125 530.00 83,750.00
34 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III UN FT 35 532.00 81,120.00
I 35 2503.541 24" RC PIPE SEWER DESIGN 3006 CL 111 UN FT 375 335.00 313,125.00
38 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 484020 UN FT 130.5 $200.00 $28,100.00
37 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 MO EACH 3 81,250.00 53,750.00
38 2506.516 CASTING ASSEMBLY EACH 14 5550.00 57,700.00
SUBTOTAL SCHEDULED -STORM SEWER 870,510.00
I Prestwick Place Street 19 Subtotal 8342,940.00
7.5% Conttngenctee 825,720.00
Subtotal $388,650.00
30% Indirect Cost 5110,500.00
I Prestwick Place Street 19 Total 5479,280.00
Total Front Footage 1,785
Cost per Front Foot $268.49
1
1
K :t01668- 42z0uanst1lFeasl0pinlon of Probable Costs 4.8- 08.xls Street 19
1
1
1 Tract 1 Internal Improvements
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSB Project No: 1668 42 Date: 4/7/2008
Item MN /DOT Estimated Specificatio Description Unit Total Unit Price Estimated Total
No. n No. Qua Cost
I A. SURFACE IMPROVEMENTS
Ell 2021.501 MOBILIZATION LUMP SUM 1 $2,800.00 $2,800.00
2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 500 52.50 51,250.00
2573.602 INLET PROTECTION EACH 9 8150.00 $1,350.00
I 0 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 1 81,000.00 81,000.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 86,400.00
B. SANITARY SEWER
I 2503.602 8" X 4" PVC WYE EACH 40 8100.00 $4,000.00
Mil 2503.603 4 PVC PIPE SEWER SDR 26 LIN FT 1,600 525.00 840,000.00
SUBTOTAL SCHEDULE B SANITARY SEWER 544,000.00
C. WATERMAIN
I 0 2504.602 1" CORPORATION STOP EACH 40 8150.00 86,000.00
Ell 2504.602 1" CURB STOP BOX EACH 40 5175.00 87,000.00
0 2504.603 1" TYPE K COPPER PIPE LIN FT 1,400 829.00 840,600.00
SUBTOTAL SCHEDULE C WATERMAIN $53,600.00
I D. STORM SEWER
10 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 812.50 862.50
m 2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 860 828.00 824,080.00
I 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 140 830.00 84,200.00
2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 UN FT 15 8200.00 83,000.00
iitil 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES G EACH 6 81,200.00 87,200.00
2506.516 CASTING ASSEMBLY EACH 3 8550.00 81,650.00
SUBTOTAL SCHEDULE D STORM SEWER 840,192.50
P restwick Place Tract 1 Internal Subtotal 5144,190.00
7.5% Contin encies 510,810.00
I Subtotal 5155,000.00
30% Indirect Cost 546,500.00
Prestwick Place Tract 1- Internal Total 5201,500.00
1
1
1
1
1
K: 101668- 421QuantitylFeas\Opinion of Probable Costs 4- 8 -08.xls Tract 1 Internal
1
Tract 2 Internal Improvements
I Opinion of Probable Cost
WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
I City Project No.:
WSB Project No: 1668 -42 !!20
I tem MN /DOT Estimated Estimate Total
Specificatio Description Unit Total Unit Price Date: 4
No. n No. Quantity Cost
A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 120,300.00 520,300.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 13,150 510.00 1131,500.00
3 2112.501 SUBGRADE PREPARATION ROAD STA 54.5 3300.00 816,350.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 8,550 115.00 598,250.00
1 5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 1,600 650.00 X2.600.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 1,600 356.00 $89,800.00
7 _2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 720 53.00 $2,180.00
8 2521.505 2" BITUMINOUS PATH SG FT 4,510 52.50 811,275.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 6616 UN FT 12.200 810.00 8122,000.00
1 10 2583.801 TRAFFIC CONTROL LUMP SUM 1 82,500.00 82,500.00
11 2573.501 BALE CHECK EACH 5 86.50 $32.50
12 2579.502 31L7 FENCE, TYPE HEAVY DUTY UN FT 2,900 52.50 37,250.00
13 2573.602 INLET PROTECTION EACH 18 5150.00 62,700.00
14 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 3.4 81,000.00 53,400.00
I 15 2575.505 SODDING TYPE LAWN (INCL TOPSOIL PERT.) SO YD 8,150 63.50 *28.525.00
16 2575.529 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 100 32.50 8250.00
17 2582.502 4" SOLID LINE WHITE PAINT UN FT 650 50.15 397.50
18 2582.502 4• SOUD UNE WHITE EPDXY UN FT 850 50.30 8195.00
1 SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS $628,185.00
B. SANITARY SEWER
19 2451.602 GRANULAR FOUNDATION MATERIAL TON 10 812.50 8125.00
20 2503.02 r X 4" PVC WYE EACH 81 8100.00 58,100.00
21 2503.802 6' X 8' PVC WYE EACH 12 8130.00 81,560.00
1 22 2503.803 TELEVISING SANITARY SEWER UN FT 1,085 52.00 12,170.00
23 2503.603 4 PVC PIPE SEWER SDR 26 UN FT 1,525 825.00 538,125.00
24 2503.603 6" PVC PIPE SEWER SDR 28 UN F' 720 327.50 519,800.00
25 2503.803 e" PVC PIPE SEWER SDR 35 UN FT 1.085 535.00 $37.975.00
28 2506.516 CASTING ASSEMBLY EACH 8 5800.00 84.800.00
I
27 2506.803 CONST 48' DIA SAN SEWER MANHOLE UN FT 92 8185.00 815.180.00
SUBTOTAL SCHEDULE B SANITARY SEWER 5125,835.00
C. WATERMAIN
28 2504.02 HYDRANT EACH 2 82.750.00 $5,500.00
I 29 2504.802 1• CORPORATION STOP EACH 61 8100.00 88,100.00
30 2504E02 8' GATE VALVE AND BOX EACH 14 81,250.00 817,500.00
31 2504.602 1" CURB STOP BOX EACH 61 3175.00 810,875.00
32 2504603 1' TYPE K COPPER PIPE UN FT 1,525 529.00 844.225.00
33 2504.803 6• WATER MAIN -DUCT IRON CL 52 UN FT 730 328.00 320,440.00
1 94 2504603 r WATER MAIN-DUCT IRON CL 52 UN FT 1,750 $30.00 552,500.00
35 2504.604 4" POLYSTYRENE INSULATION SO VD 20 $25.00 5500.00
36 2504.804 DUCTILE IRON FITTINGS POUND 3,500 53.00 510,500.00
SUBTOTAL SCHEDULE C WATERMAIN 8167.940.00
D. STORM SEWER
I
37 2451.02 GRANULAR FOUNDATION MATERIAL TON 10 81230 8125.00
96 2501602 15• RC PIPE APRON EACH 1 8475.00 8475.00
99 2501602 36" RC PIPE APRON WITH SHEET PIUNO EACH 1 83,600.00 $3,800.00
40 2501.802 TRASH GUARD FOR 15" PIPE APRON EACH 1 8300.00 x300.00
I 41 2501.802 TRASH GUARD FOR 36• PIPE APRON EACH 1 31,100.00 81,100.00
42 2503.541 15' RC PIPE SEWER DESIGN 3006 CL V UN FT 2,130 828.00 $59,640.00
43 2503.541 30' RC PIPE SEWER DESIGN 3006 CL III UN FT 40 845.00 51,900.00
44 2503.541 38" RC PIPE SEWER DESIGN 3008 CL III UN FT 45 $60.00 82.700.00
45 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48.4020 UN FT 59 5200.00 811,800.00
1 48 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 60-4020 UN FT 24 8280.00 30,720.00
47 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES G EACH 8 31.200.00 37.200.00
48 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (25:3' EACH 6 31.250.00 57.500.00
49 2506.516 CASTING ASSEMBLY EACH 19 8550.00 810,450.00
1 SUBTOTAL SCHEDULE 0 STORM SEWER 8113,410.00
Prestwick Place Tract 2 Internal Subtotal 51,036,370.00
7.5% Contlngenclss 877,730.00
Subtotal $1,114,100.00
30% Indirect Cost 5334,230.00
I Prestwick Place Tract 2 Internal Total 51,448,330.00
1. ASSUMED INDIVIDUAL, 1• COPPER WATER SERVICE 4' PVC, SDR 28 SANITARY SEWER SERVICE FOR EACH UNIT BETWEEN STREET 4, 9, 9 9 19.
Z ASSUMED (1) 6" DIP WATER SERVICE (1(8• PVC, SDR 29 SANITARY SEWER SERVICE PER BUILDING SOUTH OF STREET 19 EAST OF STREET 9.
1
K :101668- 421Guantity)FeasWPinton of Probable Costs 4.8. 08.x11 Tract 2 Internal
1
1
1 Tract 3 Internal Improvements
Opinion of Probable Cost
I WSB Project. Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSB Pro ect No: 1668 42 Date: 4/7 /2008
MN /DOT Estimated
Item Specificatio Description Unit Total Unit Price Estimated Total
No. n No. Quant' Cost
I A. SURFACE IMPROVEMENTS
IIIII 2021.501 MOBILIZATION LUMP SUM 1 $300.00 $300.00
2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 60 $2.50 $150.00
2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.2 $1,000.00 $200.00
I Ins 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 50 32.50 $125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 3775.00
B. SANITARY SEWER
I 2451.602 GRANULAR FOUNDATION MATERIAL TON 2 312.50 325.00
0 2503.603 TELEVISING SANITARY SEWER LIN FT 135 32.00 3270.00
Q 2503.603 8" PVC PIPE SEWER SDR 35 UN FT 135 335.00 34,725.00
SUBTOTAL SCHEDULE B SANITARY SEWER 35,020.00
I C. WATERMAIN
0 2504.602 8" GATE VALVE AND BOX EACH 2 31,500.00 $3,000.00
0 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 135 330.00 $4,050.00
I 10 2504.604 4" POLYSTYRENE INSULATION SO YD 10 $25.00 3250.00
EDI 2504.604 DUCTILE IRON FITTINGS POUND 90 33.00 3270.00
SUBTOTAL SCHEDULE C WATERMAIN 37,570.00
Prestwick Place Tract 3 Internal Subtotal 313,370.00
I 7.5% Contin, encies 31 000.00
Subtotal 314,370.00
30% Indirect Cost 310.00
Prestwick Place Tract 3 Internal Total 318,680.00
1
1
1
1
1
1
1
1
K :01668- 42QuantitytFeas\Opinion of Probable Costs 4- 8- 08.x18 Tract 3 Internal
1
1
1 Tract 4A Internal Improvements
Opinion of Probable Cost
II WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSB Project No: 1668 42 d t
ti Date: 4/7/2008
smae
Item MN /DOT Estimated Estimated Total
No. Specificatio Description Unit Total Unit Price Cost
n No. Quantity
I A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 5600.00 1600.00
2 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.9 11,000.00 1900.00
3 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 50 12.50 1125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 11,625.00
B. SANITARY SEWER
4 2451.602 GRANULAR FOUNDATION MATERIAL TON 2 112.50 125.00
I 5 2503.603 TELEVISING SANITARY SEWER LIN FT 100 12.00 1200.00
6 2503.603 8" PVC PIPE SEWER SDR 35 UN FT 100 135.00 13,500.00
SUBTOTAL SCHEDULES SANITARY SEWER 13,725.00
C. WATERMAIN
I 7 2504.602 8" GATE VALVE AND BOX EACH 2 11,500.00 $3,000.00
8 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 600 130.00 118,000.00
9 2504.604 4" POLYSTYRENE INSULATION SQ YD 10 125.00 1250.00
I 10 2504.604 DUCTILE IRON FITTINGS POUND 220 13.00 1680.00
SUBTOTAL SCHEDULE C WATERMAIN 121,910.00
D. STORM SEWER
11 2451.602 GRANULAR FOUNDATION MATERIAL TON 2 112.50 125.00
I 12 2501.802 18" RC PIPE APRON EACH 1 1500.00 1500.00
13 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 1300.00 1300.00
14 2503.541 18" RC PIPE SEWER DESIGN 3006 CL 11I LIN FT 44 130.00 11,320.00
15 2511.501 RANDOM RIPRAP CU YD 8 195.00 1760.00
1 16 2511.515 GEOTEXTILE FILTER, TYPE IV SQ YD 12 *2.50 130.00
SUBTOTAL SCHEDULE D STORM SEWER 12,935.00
Prestwick Place Tract 4A Internal Subtotal 130,200.00
I 7.5% Contingencies 12,270.00
Subtotal 132,470.00
30% Indirect Cost *9,740.00
Prestwick Place Tract 4A Internal Total 142,210.00
1
1
1
1
1
1
K :01668- 42■]uantitffeas10pinion of Probable Costs 4- 8- O8.xls Tract 4A Intemal
1
1
1 Tract 4B Internal Improvements
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSB Project No: 1668 -42 Date: 417/2008
Item MN /DOT Estimated Estimated Total
No. Specificatio Description Unit Total Unit Price Cost
n No. Quantity
I A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 $900.00 $900.00
2 2573.501 BALE CHECK EACH 10 $6.50 $65.00
3 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 400 $2.50 $1,000.00
I 4 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.5 *1.000.00 *500.00
5 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 100 *2.50 *250.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS *2,715.00
I B. SANITARY SEWER
8 2503.603 TELEVISING SANITARY SEWER LIN FT 30 *2.00 $60.00
7 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT 30 $35.00 *1,050.00
SUBTOTAL SCHEDULE 8 SANITARY SEWER *1,110.00
I C. WATERMAIN
8 2504.602 8" GATE VALVE AND BOX EACH 2 *1,500.00 $3,000.00
9 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 90 *30.00 *2,700.00
10 2504.604 DUCTILE IRON FITTINGS POUND 200 $3.00 *600.00
SUBTOTAL SCHEDULE C WATERMAIN $6,300.00
D. STORM SEWER
11 2451.602 GRANULAR FOUNDATION MATERIAL TON 20 *12.50 *250.00
I 12 2501.802 18" RC PIPE APRON EACH 2 *500.00 *1,000.00
13 2501.602 21" RC PIPE APRON EACH 1 $550.00 *550.00
14 2501.602 24" RC PIPE APRON EACH 2 *600.00 *1,200.00
15 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 2 *300.00 $600.00
1 16 2501.602 TRASH GUARD FOR 21" PIPE APRON EACH 1 *375.00 $375.00
17 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH 2
*450.00 *900.00
18 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 62 *30.00 $1,860.00
I 19 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT 305 $32.00 $9,760.00
20 2503.541 24" RC PIPE SEWER DESIGN 3006 CL III LIN FT 76 *35.00 *2,660.00
21 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 48-4020 LIN FT 6 *200.00 *1,200.00
22 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 6 EACH 1 *7,500.00 *7,500.00
I 23 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 7 EACH 1 *7,500.00 *7500.00
24 2506.516 CASTING ASSEMBLY EACH 1 $550.00 $550.00
25 2511.501 RANDOM RIPRAP, CL IV CU YD 22 $95.00 *2,090.00
26 2511.515 GEOTEXTILE FILTER, TYPE IV SQ YD 33 *2.50 *82.50
SUBTOTAL SCHEDULE D STORM SEWER $38,077.50
P restwick Place Tract 4B Internal Subtotal $48,200.00
7.5% Contingencies $3,520.00
I Subtotal $51,820.00
30% Indirect Cost $15,$50.00
Prestwick Place Tract 4B Internal Total $87,370.00
1
1
K :101668- 421Quantitffeas‘OpInian of Probable Costs 4- 8- 08.xls Tract 4B Internal
1
1 Tract 5 Internal Improvements
Opinion of Probable Cost
v xx,. a.. ..i., T.
I WSB Project: Prestwick Place Design By JDH
Project Location: City of Rosemount Checked By: IV
City Project No.:
WSB Project No: 1668 42 Date: 477/2008
MN /DOT Estimated
Item Estimated Total
I Specificatio Description Unit Total Unit Price
No. n No. quantity Cost
A. SURFACE IMPROVEMENTS
1 2021.501 MOBIUZATION LUMP SUM 1 916,900.00 916,900.00
2 2105.522 SELECT GRANULAR BORROW (CV) CU YD 9,550 910.00 995,500.00
3 2112501 SUBGRADE PREPARATION ROAD STA 17825 9300.00 852.875.00
4 2211.501 AGGREGATE BASE CLASS 5 (100% CRUSHED) TON 4250 915.00 871,250.00
5 2350.501 TYPE LV 3 WEARING COURSE (C) TON 1,070 858.00 962,080.00
6 2350.502 TYPE LV 3 NON WEARING COURSE TON 1,070 $56.00 859,920.00
7 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON 480 93.00 81,440.00
I 8 2521.511 r BITUMINOUS PATH SD FT 4,480 52.50 511,150.00
9 2531.501 CONCRETE CURB GUTTER, DESIGN TYPE 8818 UN FT 8,180 510.00 581,800.00
10 2583.601 TRAFFIC CONTROL LUMP SUM 1 52,500.00 82,500.00
11 2573.602 INLET PROTECTION EACH 25 9150.00 53,750.00
12 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 2.85 51,000.00 82,850.00
13 2575.505 SODDING TYPE LAWN (INCL TOPSOIL FERT.) SO VD 5,850 $3.50 820,475.00
14 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 50 $2.50 8125.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 5482,595.00
B. SANITARY SEWER
15 2451.602 GRANULAR FOUNDATION MATERIAL TON 13.00
18 2503.802 8' X 4' PVC WYE EACH 34 8100.00 $3,400.00
17 250.7.802 0" X 8' PVC WYE EACH 7 8130.00 8910.00
18 2503.803 TELEVISING SANITARY SEWER UN FT 1,395 82.00 82,790.00
19 2503.603 4' PVC PIPE SEWER SOR 28 UN FT 850 825.00 521,250.00
I 20 2503803 r PVC PIPE SEWER SOR 26 UN FT 700 -827.50 819,250.00
21 2503.803 r PVC PIPE SEWER SOR 35 UN FT 660 835.00 523,100.00
22 2503.603 5" PVC PIPE SEWER SCR 28 UN FT 735 537.50 827,562.50
23 2508.516 CASTING ASSEMBLY EACH 7 5550.00 83,850.00
24 2506.603 CONST 48• DIA SAN SEWER MANHOLE UN FT 102 5165.00 516,830.00
I
SUBTOTAL SCHEDULE B SANITARY SEWER 8118,942.50
C. WATERMAIN
25 2504.602 HYDRANT EACH 5 82,750.00 513,750.00
26 2504.802 1' CORPORATION STOP EACH 34 9150.00 55,100.00
1 27 2504.602 8' GATE VALVE AND BOX EACH 12 51,250.00 515,000.00
28 2504.002 r GATE VALVE AND BOX EACH 4 51,500.00 56,000.00
29 2504.002 1" CURB STOP BOX EACH 34 5175.00 $5,950.00
30 2504.803 1' TYPE K COPPER PIPE UN FT 850 529.00 824,650.00
31 2504.803 r WATER MAIN -DUCT IRON CL 52 LIN FT 800 528.00 922,400.00
1 32 2504.803 r WATER MAIN-DUCT IRON CL 52 UN FT 1,120 830.00 839,600.00
33 2504.604 4' POLYSTYRENE INSULATION SO YD 20 925.00 5500.00
34 2504.604 DUCTILE IRON FITTINGS POUND 3,700 53.00 811,100.00
SUBTOTAL SCHEDULE 0 WATERMAIN 8138,050.00
D. STORM SEWER
35 2451.802 GRANULAR FOUNDATION MATERIAL TON 15 912.50 5187.50
30 2501.602 36" RC PIPE APRON WITH PILING EACH 1 53,600.00 53,600.00
37 2501.602 TRASH GUARD FOR 36' PIPE APRON EACH 1 51,100.00 81,100.00
38 2503.541 15' RC PIPE SEWER DESIGN 3006 CL V UN FT 1,050 $28.00 329,400.00
I 39 2503.541 16• RC PIPE SEWER DESIGN 3006 CL 111 UN FT 230 830.00 56,900.00
40 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III UN FT 305 932.00 59,780.00
41 2503.541 30" RC PIPE SEWER DESIGN 3906 CL 111 UN FT 220 545.00 99,900.00
42 2503.541 36' RC PIPE SEWER DESIGN 3006 CL III LIN FT 130 560.00 57,600.00
43 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES 48.4020 UN FT 106 9200.00 521,200.00
I 44 2508.501 CONSTRUCT DRAINAGE STRUCTURE DES 66-4020 UN F7 37 $325.00 912,025.00
45 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES 0 EACH 3 81,200.00 53,800.00
46 2506.501 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (2S3' EACH 7 51,250.00 58,750.00
47 2508.516 CASTING ASSEMBLY EACH 17 $550.00 59,350.00
I SUBTOTAL SCHEDULED STORM SEWER 8123,572.50
Prestwick Place Tract 5 Intemal Subtotal $863,160.00
7.5% Contingencies $64,740.00
Subtotal 8927,900.00
30% Indirect Cost 9275,370.00
I Prestwick Place Tract 5 Internal Total 81,206,270.00
NOTE:
ASSUMED INDMDUAL r COPPER WATER SERVICE 4" PVC, SDR 28 SANITARY SEWER SERVICE FOR EACH UNIT.
1
K:101668- 4210uamfy■Feastopinion of Probable Costs 4.8.08.xls Tract 5 Internal
1
1 Tract 6 Internal Improvements
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I WSBPro' =ct No: 1668 42 Date: 4/7/2008
MN /DOT Estimated
Item Specificatio Description Unit Total Unit Price Estimated Total
No. n No. Quanti Cost
I A. STORM SEWER
2021.501 MOBILIZATION LUMP SUM 1 $400.00 $400.00
2451.602 GRANULAR FOUNDATION MATERIAL TON 5 $12.50 $62.50
2501.602 18" RC PIPE APRON EACH 1 $500.00 $500.00
I 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 $300.00 $300.00
2503.541 18" RC PIPE SEWER DESIGN 3006 CL III UN FT 560 $30.00 $16,800.00
0 2511.501 RANDOM RIPRAP, CL IV CU YD 8 $95.00 5760.00
I RE 2511.515 GEOTEXTILE FILTER TYPE IV SQ YD 12.0 $2.50
0 $30.00
2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0 7 $1,000.00 $700.00
SUBTOTAL SCHEDULE D STORM SEWER $19,552.50
Prestwick Place Tract 6 Internal Subtotal $18,550.00
I 7.5% Contin encies $1,470.00
Subtotal 621,020.00
307E Indirect Cost 66 310.00
1 Prestwick Place Tract 6 Internal Total ;27,330.00
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K:W1668- 421Quantity1FeaslOpinion of Probable Costs 4- 8 -08ids Tract 6 Internal
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1 Tract 7A Internal Improvements
Opinion of Probable Cost
WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
1 WSB Pro act No: 1668 42 Date: 4/7/2008
Item MN /DOT Estimated
No Specificatio Description Unit Total Unit Price Estimcos Total
n No. Quan
I A. SURFACE IMPROVEMENTS
IIIIII 2021.501 MOBILIZATION LUMP SUM 1 31,700.00 31,700.00
2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 100 $2.50 3250.00
2573.602 INLET PROTECTION EACH 2 3150.00 $300.00
I 0 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.3 31,000.00 $300.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS 52,550.00
B. SANITARY SEWER
I 2503.602 8" X 4" PVC WYE
0 EACH 24 3100.00 $2,400.00
2503.603 4" PVC PIPE SEWER SDR 26 LIN FT 960 325.00 324,000.00
SUBTOTAL. SCHEDULE B SANITARY SEWER 326,400.00
C. WATERMAIN
I NM 2504.602 1" CORPORATION STOP EACH 24 $150.00 33,600.00
0 2504.602 1" CURB STOP &BOX EACH 24 3175.00 54,200.00
0 2504.603 1' TYPE K COPPER PIPE LIN FT 850 329.00 324,650.00
SUBTOTAL SCHEDULE C WATERMAIN $32,450.00
I
D. STORM SEWER
10 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 3125.00 3625.00
m 2501.602 36" RC PIPE APRON W/ SHEET PILING EACH 1 $3,600.00 $3,600.00
I 2501.602 TRASH GUARD FOR 36" PIPE APRON EACH 1 31,100.00 31,100.00
2503.541 15" RC PIPE SEWER DESIGN 3006 CL V LIN FT 290 $28.00 $8,120.00
m 2503.541 36" RC PIPE SEWER DESIGN 3006 CL III UN FT 135 360.00 $8,100.00
2506.501 CONSTRUCT DRAINAGE STRUCTURE DES G EACH 2 31,200.00 *2,400.00
I 2511.501 RANDOM RIPRAP, CL IV CU YD 18 *95.00 31,738.50
2511.515 GEOTEXTILE FILTER, TYPE IV SO YD 27.5 32.50 568.75
SUBTOTAL SCHEDULE D STORM SEWER $25,752.25
I Prestwick Place Tract 7A Internal Subtotal 387,150.00
7.5% Coedit). envies 38 540.00
Subtotal $93,690.00
30% Indirect Cost 328,110.00
Prestwick Place Tract 7A Internal Total $1 11211 ,800.00
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K:W1668-42\Quantity \FeastOpinion of Probable Costs 4- 8- 08.xls Tract 7A Internal
1
1 Tract 7B Internal Improvements
Opinion of Probable Cost
I WSB Project: Prestwick Place Design By: JDH
Project Location: City of Rosemount Checked By: TV
City Project No.:
I
WSB Project No: 1668 -42 Date: 4/7/2008 Estimated INo I S peciNo t o I Description I Unit I (T Total I Unit Price I Estimated Total uantity
I A. SURFACE IMPROVEMENTS
1 2021.501 MOBILIZATION LUMP SUM 1 *400.00 *400.00
2 2573.501 BALE CHECK EACH 20 *8.50 *130.00
3 2575.501 SEEDING (INCL TOPSOIL, FERT, MULCH, DISC ANCHOR) ACRE 0.2 *1,000.00 *200.00
I 4 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SO YD 10 *2.50 *25.00
SUBTOTAL SCHEDULE A SURFACE IMPROVEMENTS *755.00
B. SANITARY SEWER
I 5 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 *12.50 *62.50
6 2503.603 TELEVISING SANITARY SEWER LIN FT 140 *2.00 *280.00
7 2503.603 8" PVC PIPE SEWER SDR 35 LIN FT 140 *35.00 *4,900.00
SUBTOTAL SCHEDULE B SANITARY SEWER *5,242.50
I C. WATERMAIN
8 2504.602 8" GATE VALVE AND BOX EACH 2 *1,500.00 *3,000.00
9 2504.603 8" WATER MAIN -DUCT IRON CL 52 LIN FT 120 *30.00 *3,600.00
I 10 2504.604 DUCTILE IRON FITTINGS POUND 90 13.00 *270.00
SUBTOTAL SCHEDULE C WATERMAIN *6,870.00
D. STORM SEWER
11 2451.602 GRANULAR FOUNDATION MATERIAL TON 5 *12.50 *62.50
I 12 2501.602 18" RC PIPE APRON EACH 2 *x00.00 51,000.00
13 2501.602 21" RC PIPE APRON EACH 2 *550.00 *1,100.00
14 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 2 *300.00 *600.00
15 2501.602 TRASH GUARD FOR 21" PIPE APRON EACH 2 *375.00 *750.00
I 16 2503.541 18" RC PIPE SEWER DESIGN 3006 CL III LIN FT 55 *30.00 *1,650.00
17 2503.541 21" RC PIPE SEWER DESIGN 3006 CL III LIN FT 65 *32.00 *2,080.00
SUBTOTAL SCHEDULE D STORM SEWER *7,242.50
1 Prestwick Place Tract 7B Internal Subtotal $20,110.00
7.5% Contingencies $1,510.00
Subtotal $21,620.00
30% Indirect Cost 56,490.00
1 Prestwick Place Tract 7B Internal Total $28,110.00
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K:V01668- 421,QuaMity\Feas \Opinion of Probable Costs 4.8- O13ids Tract 7B Internal
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APPENDIX C
1 Summary of Project Costs and Funding
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City of Rosemount Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
1 City Project No. 409
WSB Project No. 1668-42
1
1 Area Cost Summary
WSB Project: Prestwick Place
Project Location:Dakota County, Rosemount, MN
City Project No.: 409
WSB Project No.: 1668 -42
1 AREA COST
Akron Ultimate Build $1,324,850.00
I Akron Accesses $382,490.00
Connemara Trail $3,100,270.00
Trunk Watermain Oversizing $26,850.00
CSAH 42 Accesses $534,350.00
Trunk Storm $1,734,560.00
Park Imporvements $195,480.00
142nd St. West $93,860.00
I Street 4 $545,320.00
Street 7 $327,370.00
Street 8 $395,030.00
1 Street 9 $1,058,080.00
Street 10 $328,540.00
Street 14 (Res. Equivalent) $591,250.00
Street 14 (Rd Oversizing) $34,070.00
Street 16 $942,810.00
Street 17 $415,860.00
Street 18 $158,340.00
I Street 19 $479,260.00
Tract 1 Internal $201,500.00
Tract 2 Internal $1,448,330.00
I Tract 3 Internal $18,680.00
Tract 4A Intemal $42,210.00
Tract 4B Intemal $67,370.00
I Tract 5 Intemal $1,206,270.00
Tract 6 Internal $27,330.00
Tract 7A Internal $121,800.00
Tract 7B Intemal $28,110.00
1
TOTAL $15,830,400.00
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K: \01668- 42 \Quantity\Feas \Opinion of Probable Costs 4-8- 08.xls Area Cost Summary
1
1
WSB Project: Prestwick Place
Project Location: Dakota County, Rosemount, MN Designed By: JDH
City Project No.: 409 Checked By: TJV
WSB Project No.: 1168 -42 7/10/2008
TOTAL TRACT COSTS
TRACT AREA (ACRES): 269.491
Front Cost per Front
ront Footage
Foot Total
Tract 1 4722 $1,442,410.00
Tract 2 7611 $3,525,690.00
Tract 3 1947 $1,132,150.00
Tract 4A 2179 $750,340.00
Tract 4B 1033 $610,620.00
Tract 5 2818 $1,969,590.00
Tract 6 1336 $1,408,590.00
1 Tract 7A 4775 $1,101,280.00
Tract 7B 2454 $1,932,680.00
1 Total 28875 $13,873,510.00
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1 K: \01668- 42 \Quantity\Feas \Opinion of Probable Costs 4- 8- 08.xls Tract Cost Totals
1
WSB Project. Prestwick Place
Project Location: Dakota County, Rosemount, MN Designed By JDH
I City Project No.: 409 Checked By TJV
WSB Proect No.: 1168-42 5/10/2008
TRACT 1 (Arcon Development Inc. Pemton Land Co.)
I TRACT AREA (ACRES): 15.458
Front Footage Cost per Front
F oot Total
Arkon Ave Ultimate Build Improvements Participation $52 324.36
I Akron Avenue Development Accesses
Connemara Trail 5127 708.64
142nd Street West 150 $312.87 $46 930.00
Street 4 1660 $244.87 5406 480.11
I Street 7 1362 1205.12 5279,372.14
Street 8 985 196.34 5193 391.92
St. 9 (75% of F-F of St. 9 along Tract 1 Park (Pink Area)) 478 $238.52 113 953.50
St. 9 (25% of F-F of St. 9 along Tract 1 Park (Green Area)) 87 $238.52 120 751.34
I Internal Area $201 500.00
Total 4722 81,442,410.00
I TRACT 2 (US Home Corporation)
TRACT AREA (ACRES): 28.329
Front Footage Cost per Front
Foot Total
I Arkon Ave Ultimate Build Improvements Participation 595,891.88
Akron Avenue Development Accesses
Connemara Trail 388 5234044.38
Street 4 205 5244.87 $50,197.84
I Street 8 1027 5196.34 5201,638.08
St. 9 (25% of F-F of St. 9 along Tract 1 Park (Pink Area)) 159 $238.52 $37,984.50
St. 9 (75% of F -F of St. 9 along Tract 1 Park (Green Area)) 261 5238.52 $62,254.03
St. 9 (75% of F-F of St 9 along Tract 1 Park (Green Area)) 1220 $238.52 $290,995.85
I Street 10 1136 5289.21 $328,540.00
Street 14 (Residential Equivalent) 1430 5207.38 5296,558.23
Street 19 1785 $268.49 5479,260.00
Internal Area 51,448,330.00
I
Total 7611 53,525,690.00
TRACT 3 (Akron42 LLC)
I TRACT AREA (ACRES): 20.148
Front Cost per Front
ront Footage
Foot Total
Arkon Ave Ultimate Build Improvements Participation 5261,428.02
I Akron Avenue Development Accesses 5155,171.14
Connemara Trail 526 5205,228.04
CSAH 42 Access 5162,880.00
Street 14 (Residential Equivalent) 1421 $207.38 5294,691.77
I Street 14 (Road Overs(zing) 534,070.00
Internal Area $18,680.00
Total 1947 51,132,150.00
1 TRACT 4A (Dakota County Community Development Agency)
TRACT AREA (ACRES): 19.748
Front Footage Cost per Front
Arkon Ave Ultimate Build Improvements Participation Total
clpation 566,845.74
Akron Avenue Development Accesses
Connemara Trail 599 5163,151.13
I Street 16 619 5436.69 5270,310.05
Street 17 961 $216.26 5207,821.87
Internal Area $42,210.00
Total_ 2179 5750,340.00
1 KA01888-421Cluanaty1FeasOpinion of Probable Costs 4.8.08,ds Tract Cost Totals
1
WSB Project: Prestwick Place
Project Location: Dakota County, Rosemount, MN Designed By: JDH
I City Protect No.: 409
WSB Pro 5/10 Checked By: 7 ✓v
ect No.: 1168 -42 h0
TRACT 4B (Arcon Development, Inc. Pemton Land Co.)
TRACT AREA (ACRES): 7.912
Front Footage Cost per Front
F oot Total
I Arlen Ave Ultimate Build Improvements Participation $26,781.62
Akron Avenue Development Accesses
Connemara Trail $65,366.20
Street 18 1033 9436.69 $451,098.99
I Internal Area 967,370.00
Total 1033 9610,620.00
I TRACT 5 (US Home Corporation)
TRACT AREA (ACRES): 15.072
Front Cost per Front
ront Footage
Foot Total
I Arlen Ave Ultimate Build Improvements Participation $51,017.77
Akron Avenue Development Accesses
Connemara Trail 739 $124,519.64
Street 16 507 9436.69 9221,400.96
I Street 17 962 9216.26 $208,038.13
Street 18 610 $259.57 $158,340.00
Internal Area $1,206,270.00
Total 2818 91,989,590.00
I TRACT 6 (Akron42 LLC)
TRACT AREA (ACRES): 29.513
1 Front Footage
Foot Total
Akron Ave Ultimate Build improvements Participation per Front
eipation $261,206.66
Akron Avenue Development Accesses $227.318.86
I Connemara Trail 1336 $521,263.62
CSAH 42 Access $371,470.00
Internal Area $27,330.00
Total 1336 91,408,590.00
I TRACT 7A (Arson Development Inc.)
TRACT AREA (ACRES): 18217
Front Footage
Foot Total
Arlen Ave Ultimate Build Improvements Participation per Front
clpation 961,960.78
Akron Avenue Development Accesses
I Connemara Trail 1798 9201,809.58
142nd Street West 150 $312.87 $46,930.00
Street 4 362 $244.87 $88,642.05
Street 7 234 9205.12 $47,997.86
I Street 9
Internal Area 2231 9238.52 $532,140.78
9121,800.00
Total 4775 91,101,280.00
1 TRACT 7B (Arcon Development Inc.)
TRACT AREA (ACRES): 117.098
Front Cost per Front
ront Footage
Foot Total
Arlen Ave Ultimate Build Improvements Participation 9447,392.21
Akron Avenue Development Accesses
Connemara Trail 2454 91.457,180.42
I Internal Area $28,110.00
Total 2454 91,932,680.00
1 K: 01888- 42%Quantily1Feas1Opin on of Probable Costs 4-8-08.xls Tract Cost Totals
1
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1 APPENDIX D
Joint Development and Cost Sharing Agreement
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City of Rosemount— Feasibility Report
Prestwick Place Development
Street and Utility Improvements and Appurtenant Work
1 City Project No. 409
WSB Project No. 1668-42
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1 JOINT DEVELOPMENT AND COST SHARING AGREEMENT
This Agreement is entered into effective as of 200 "Effective
1 Date by and among Arcon Development, Inc., a Minnesota corporation "Arcon The
Pemtom Land Company, a Minnesota corporation "Pemtom Akron42, LLC, a Minnesota
limited liability company "Akron42 US Home Corporation, a Delaware corporation "US
Home the City of Rosemount, a municipal corporation under the laws of Minnesota (the
"City"), and the Dakota County Community Development Agency, a body corporate and politic
and a political subdivision of the state of Minnesota (the "CDA
RECITALS
1 A. Arcon and Pemtom, as tenants in common, currently own or have possession as Contract
for Deed vendees, of that certain real property located in Dakota County, Minnesota identified on
the site plan attached hereto as Exhibit A (the "Site Plan") as Tracts 1 and 4B and legally
described on attached Exhibit B (the "A -P Property").
I B. US Home currently owns or has a purchase agreement on that certain real property
located in Dakota County, Minnesota identified on the Site Plan as Tracts 2 and 5 and legally
described on attached Exhibit C (the "US Home Property").
1 C. The CDA currently owns that certain real property located in Dakota County, Minnesota
identified on the Site Plan as Tract 4A and legally described on attached Exhibit D (the "CDA
Property").
D. Akron42 currently owns that certain real property located in Dakota County, Minnesota
identified on the Site Plan as Tracts 3 and 6 and legally described on attached Exhibit E (the
"Akron42 Property").
E. Arcon currently owns that certain real property located in Dakota County, Minnesota
identified on the Site Plan as Tract 7A and 7B and legally described on attached Exhibit F (the
"Arcon Property").
1 F. The A -P Property, the US Home Property, the CDA Property, the Akron42 Property and
the Arcon Property are collectively referred to herein as the "Tracts" and individually as a
"Tract."
G. Each party intends to develop its property in accordance with the City approved zoning
1 attached hereto as Exhibit G. The City hereby agrees to construct certain public street and utility
improvements in accordance with the terms and conditions of this Agreement as designated by
the parties to this Agreement (the "Improvements that are necessary for the development of the
1 Tracts. The City will construct and apportion the costs of the Improvements against the
Properties in accordance with Minnesota Stat. Sec. 429 and may, in its sole discretion and within
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its statutory authority, assess said costs in accordance with this Agreement or allocate the costs
for direct billing of the affected parties.
PROVISIONS
In consideration of the undertakings and promises of the parties contained herein, and
intending to be legally bound hereby, the parties agree as follows:
1. Improvements. The parties agree that the City shall construct and at its sole discretion,
assess the costs of the Improvements in accordance with the following provisions or
allocate the costs and bill the affected parties directly:
(a) Description and Allocation of Improvements:
(1). Akron Avenue Street Improvements. Any and all assessments, special
or otherwise levied by the City (an "Assessment for Improvements to
construct Akron Avenue for the front footage (i) abutting Tracts 3 and 6
(as depicted in yellow on the Site Plan) shall be assessed against Tracts 3
and 6 on a front foot cost basis; and (ii) abutting Tract 4A (as depicted in
purple on the Site Plan) shall be assessed proportionally against Tracts 1,
1 2, 4A, 4B and 5 on the basis of the acreage within each such Tract; and
(iii) abutting Tract 7B (as depicted in red on the Site Plan) shall be
assessed proportionately against Tracts 7A and 7B on the basis of the
acreage within such Tract. Any assessments levied by the City for the
access improvements from Akron Ave. to Tracts 3 and 6 (as depicted by
the dashed black circle on the Site Plan) shall be assessed proportionately
on the basis of acreage to Tracts 3 and 6. The City's obligation to assess
in accordance with this paragraph is subject to receipt by the City of an
acceptable petition and waiver agreement for the improvements executed
by all the affected property owners.
(2). Connemara Trail. Any assessment levied or cost incurred for
Improvements to construct Connemara Trail for the front footage (i)
abutting Tracts 3 and 6 (as depicted in dark green on the Site Plan) shall
be levied or apportioned against Tracts 3 and 6 on a front foot cost basis;
and (ii) abutting Tracts 2, 4A and 5 (as depicted in orange on the Site
Plan) shall be assessed or the costs apportioned proportionally against
Tracts 1, 2, 4A, 4B and 5 on the basis of the acreage within each such
Tract and (iii) abutting Tract 7A and 7B (as depicted in light green on the
Site Plan) shall be assessed proportionately against Tracts 7A and 7B on
the basis of the acreage within such Tract.
(3). County Road 42. Any assessment levied or cost incurred for
Improvements to County Road 42 (i) for the three- quarter access and turn
lanes from County Road 42 to Tract 3 (as depicted by the dashed red circle
on the Site Plan) shall be assessed or apportioned entirely against Tract 3;
(ii) for access and turn lanes from County Road 42 to Tract 6 (as depicted
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1 by the dashed green circle on the Site Plan) shall be assessed or
apportioned entirely against Tract 6.
1 (4). Public Road Dividing Tract 1 and Tract 2. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
I abutting Tracts 1 and 2 (as depicted in dark blue on the Site Plan) shall be
assessed or apportioned equally against Tracts 1 and 2.
I (5). Public Road Dividing Tract 4A and Tract 5. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
abutting Tracts 4A and 5 (as depicted in yellow on the Site Plan) shall be
I assessed or apportioned equally against Tracts 4A and 5.
(6) Public Road Dividing Tract 4A and Tract 4B. Any assessment levied
I or cost incurred for Improvements to construct the public road dividing
and abutting Tracts 4A and 4B (as depicted in dark green on the Site Plan)
shall be assessed or apportioned equally against Tracts 4A and 4B.
1 (7) Public Road Dividing Tract 4B and Tract 5. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
I abutting Tracts 4B and 5 (as depicted in light blue on the Site Plan) shall
be assessed or apportioned equally against Tracts 4B and 5.
I (8). Public Road Dividing Tract 1 and the Park. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
abutting Tract 1 and the Park (as depicted by the color pink on the Site
I Plan) shall be assessed or apportioned seventy —five percent (75 against
Tract 1 and twenty-five percent (25 against Tract 2.
I (9) Public Road Dividing Tract 2 and the Park. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
abutting Tract 2 and the Park (as depicted by the color dark green on the
Site Plan) shall be assessed or apportioned seventy —five percent (75
I against Tract 2 and twenty-five percent (25 against Tract 1.
I (10) Public Road Dividing Tract 2 and Tract 3. Any assessment levied or
cost incurred for Improvements to construct the public road dividing and
abutting Tracts 2 and 3 (as depicted in light blue on attached the Site Plan)
I shall be assessed or apportioned equally against Tracts 2 and 3.
Notwithstanding the foregoing, the parties acknowledge that the public
road to be constructed between Tracts 2 and 3 will be oversized to
l accommodate commercial development on Tract 3. The City Engineer
shall determine the cost of an equivalent "residential road" and such cost
will be allocated to Tracts 2 and 3 as described in the first sentence of this
II paragraph. The balance of the costs (representing the oversizing costs)
shall be assessed or apportioned entirely to Tract 3.
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Notwithstanding the foregoing, with respect to Sections 1(a)(2) through 1(a)(10),
the City reserves the right to require cash payments of the costs of the
Improvements rather than assessing such costs as described herein. In such event,
the owners of the respective Tracts shall deposit with the City such financial
guaranties (letters of credit, escrows, etc.) and shall pay such costs as the City
may reasonably require.
In addition, prior to construction, the owner of the Tract not petitioning for the
construction of the Improvements shall dedicate to the City in fee or by easement,
as required by the City the portion of the road lying on or about its respective
Tract.
1 (b) Review of the Design of the Improvements. Prior to commencing work on any
of the Improvements for a Tract, the City shall submit the plans and specifications
for such Improvements to all owners of the Tracts responsible for payment of the
costs of such Improvements as described herein for review and comment. Each
Owner shall have five (5) working days to review said plans and make comments.
The City may, in its sole discretion, consider the comments prior to finalizing
plans and specifications and commencing construction of the improvements.
(c) Petition for Improvements. Any party desiring to have the City commence
construction of any Improvements on or abutting its Tract shall request said
improvements in accordance with City policy. All parties to this agreement
affected by such request shall join in such request to the extent required. No party
shall have the right to contest a party's request to commence Improvements. No
party, however, shall request the City to commence construction of any
Improvements until such party has obtained final development approval on its
Tract or Tracts.
i 2. Abandonment of Sewer Line. The cost of abandoning and relocating the Metropolitan
Council Interceptor Sewer line through Tracts 4A and 5 (as depicted by the dashed blue
line on the Site Plan) shall be paid for by the Tract which requires the same for its
development. Such activity must be undertaken in a manner and at such time that there is
no interference with the construction and/or operation of the project(s) of the owners of
Tracts 4A and 5. The costs of returning Tract 4A and 5 to the condition prior to such
sewer line activity shall be paid by owner(s) of Tracts requiring such activity.
3. Park Dedication Fees. Credits to any park dedication requirements resulting from land
dedicated to the City for the Park shall be allocated to Tracts 1 and 2 only, as determined
by the City.
4. Grading Plan. The owners of the Tracts shall agree on a "balanced" grading plan for the
Tracts. In the event any Tract requires a cut or fill from another Tract according to the
grading plan before the grading of that Tract, the cut or fill shall be allowed; provided,
however, that the cut or fill shall be restored according to the approved Storm Water
Pollution Prevention Plan.
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5. Storm water. Storm water NURP ponds and infiltration basins serving each Tract shall
be located to the extent possible within each such Tract. Any off -Tract storm water
NURP ponds or infiltration basins shall be subject to the approval of the owners of all
affected Tracts. Construction costs for multiple Tract ponds and infiltration basins shall
be assessed or paid for proportionately according to the Engineer's volume calculations
1 of each contributing Tract.
6. Public Streets. Except as otherwise set forth herein, any public or private street entirely
within a Tract shall be constructed and paid for by that Tract.
7. Running of Benefits and Burdens. All provisions of this Agreement, including the
benefits and burdens, shall be deemed to run with the land and are binding upon and shall
inure to the benefit of the successors, assigns and legal representatives of the parties
hereto and to all persons and entities obtaining an interest in the Tracts subsequent to the
Effective Date.
8. General. The Recitals at the beginning of this Agreement shall be considered to be a
substantive part of this Agreement. Time shall be considered to be of the essence. This
Agreement constitutes the entire agreement of the parties regarding the subject matter of
this Agreement. This Agreement shall be governed by the laws of the State of
1 Minnesota.
9. Subdivision Agreements. The City has executed this Agreement as an accommodation
to the owners of the Tracts to indicate the City's assent to the allocation of costs among
the Tracts requested by the Tract Owners. In connection with the final plat approval for
each Tract, the City will require execution of a Subdivision Agreement, in a form
satisfactory to the City, providing for the construction of all public improvements the
City deems necessary for development of the Subdivision and for the funding of such
public improvements. The City will allocate costs for specified public improvements
between and among the Tracts in accordance with this Agreement provided the affected
parties execute a Subdivision Agreement in a form satisfactory to the City providing
assurances, satisfactory to the City, that sufficient funding will be provided for the public
improvements. The Tract Owners shall not unreasonably withhold, delay or condition
execution of the Subdivision Agreement. The City will not take legal action to enforce
the allocation of costs among the Tracts in accordance with this Agreement if the affected
parties do not execute Subdivision Agreements in a form satisfactory to the City.
10. Notices. All notices, requests, demands, and other communications under this
Agreement shall be in writing and shall be deemed to have been duly given (a) on the
date of service if served personally on the party to whom notice is to be given, (b) on the
day after delivery to Federal Express or similar overnight courier or the Express Mail
service maintained by the United States Postal Service, or (c) on the fifth day after
mailing, if mailed to the party to whom notice is to be given, by first class mail,
registered or certified, postage prepaid, and properly addressed, return receipt requested,
1 to the party as follows:
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If to Arcon:
Scott Johnson, President
7625 Metro Blvd. #350
Edina, Minnesota 55439
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If to Pemtom:
Dan Herbst, President
7697 Anagram Drive
1 Eden Prairie, MN 55344
1 If to Akron42:
Scott Johnson
7625 Metro Blvd #350
Edina, Minnesota 55439
1 If to US Homes:
Lee Johnson
935 East Wayzata Blvd.
Wayzata, MN 55391
1 If to Dakota County CDA:
Lori Zierden
1 1228 Town Center Drive
Eagan, MN 55123
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If to City:
1 Andy Brotzler, City Engineer
2875 145th St. W
Rosemount, MN 55068
1 Any party may change its address for purposes of this Section by giving the other party written
notice of the new address in the manner set forth above.
11. Reimbursement of Enforcement Fees and Expenses. If a Tracts Owner(s) shall default
under any provision of this Agreement "Defaulting Party") and another Tract Owner(s)
"Enforcing Party") shall employ attorneys or incur other reasonable expenses for the
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1 performance or observance of any obligation or agreement by the Defaulting Party contained in
this Agreement, the Defaulting Party shall, on demand therefore, reimburse the Enforcing Party
for reasonable fees of such attorneys and other reasonable expenses incurred.
EXHIBIT B
Legal Description of the A -P Property
Outlots E and N, Prestwick Place, according to the recorded plat thereof, Dakota County,
Minnesota
EXHIBIT C
Legal Description of the US Home Property
Outlots G and L, Prestwick Place, according to the recorded plat thereof, Dakota County,
Minnesota
EXHIBIT D
Legal Description of the CDA Property
Outlot M, Prestwich Place, according to the recorded plat thereof, Dakota County, Minnesota
EXHIBIT E
Legal Description of the Akron42 Property
Outlots I, J, and O Prestwick Place, according to the recorded plat thereof, Dakota County,
Minnesota
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EXHIBIT F
Legal Description of the Arcon Property
Outlots A and D, Prestwick Place, according to the recorded plat thereof, Dakota County,
Minnesota
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EXHIBIT A
1 Site Plan
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