HomeMy WebLinkAbout6.h. Receive Feasibility Report/Authorize Preparation of Plans & Specifications-Brockway Phase I Street & Utility Improvements, City Project #381-w.
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CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: July 6, 2004
AGENDA ITEM: Receive Feasibility Report/Authorize
AGENDA SECTION:
Preparation of Plans & Specifications - Brockway Phase I Street
Consent
& Utility Improvements, City Project #381
PREPARED BY: Andrew J. Brotzler, P.E., City Engineer. �
N
ATTACHMENTS: Feasibility Report
APPROVED BY:
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING THE
FEASIBILITY REPORT AND AUTHORIZING THE PREPARATION OF PLANS AND
SPECIFICATIONS FOR BROCKWAY PHASE I STREET AND UTILITY
IMPROVEMENTS, CITY PROJECT #381.
ACTION:
BACKGROUND:
Attached please find a copy of the Feasibility Report for the Brockway Phase I Street
and Utility Improvements, City Project #381.
On May 4, 2004, Council authorized the preparation of a feasibility report. This report
addresses the construction of streets and utilities within the Brockway Development,
along with the estimated costs and proposed funding. As shown in the report, all costs
will be the responsibility of the Developer, CPDC except for trunk sanitary sewer and
trunk watermain oversizing costs. The estimated City oversizing costs for the project
are as follows:
• Trunk Sanitary Sewer Oversizing $187,473
• Trunk Watermain Oversizing $ 56,943
SUMMARY:
At this time, the Developer, Contractor Property Developers Company (CPDC) is
working on submitting a final grading plan for the entire site and a final plat for the first
phase of development. Accordingly, the improvements proposed to be completed in
2004 are for the first phase only. As the Developer submits plats for future additions,
this report will be referenced when preparing the plans and specifications for the
associated improvement projects.
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2004 -
A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND AUTHORIZE
THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE
BROCKWAY PHASE I STREET AND UTILITY IMPROVEMENTS
CITY PROJECT #381
WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota,
construct certain improvements, to -wit: City Project #381, Brockway Phase I Street and Utility
Improvements, in the City as described in and in accordance with the feasibility report prepared by WSB &
Associates, Inc., the Consulting Engineers; and
WHEREAS, the City Council has been advised that said utility and street improvements, City Project #381
is feasible, and should best be made as proposed, and the feasibility report to this effect has heretofore been
received by Council, and filed with the City Clerk on July 6, 2004, and
WHEREAS, Contractor Property Developer Company (CPDC) has requested the City of Rosemount
prepare plans and specifications for Brockway Development Phase I Street and Utility Improvements,
City Project #381; and
WHEREAS, CPDC has deposited the necessary funds with the City for preparation of the plans and
specifications for City Project #381; and
WHEREAS, CPDC acknowledges that this action does not imply or guarantee City Council approval of
the final plat for Brockway Development.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the
feasibility report for City Project #381 and places it on file.
NOW THEREFORE BE IT FURTHER RESOLVED, the City Council of the City of Rosemount
orders the preparation of plans and specifications for said improvements of City Project #381.
Resolution 2004 -
ADOPTED this 6 th day of July, 2004.
William H. Droste, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by:
Voted in favor:
Seconded by:
Voted against:
July 6, 2004
Brockway Residential Addition
Street and Utility Improvements
V 1
and Appurtenant Work
Prepared for:
WSB Project No. 1565 -01
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422 (763) 541 -4800
Prepared by:
A
WS B
& Associates. Inc.
FEASIBILITY REPORT
BROCKWAY RESIDENTIAL ADDITION
STREET AND UTILITY IMPROVEMENTS
AND APPURTENANT WORK
CITY PROJECT NO. 381
FOR THE
CITY OF ROSEMOUNT, MINNESOTA
July 6, 2004
Prepared By:
WSB & Associates, Inc.
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422
(763) 541 -4800
(763) 541 -1700 (Fax)
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
WS B
& Associates, hac.
I July 6, 2004
Honorable Mayor and City Council
City of Rosemount
2875 145 Street West
Rosemount, MN 55068 -4997
'
Re: Feasibility Report
Y P
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
WSB Project No. 1565 -01
Dear Mayor and City Council Members:
'
Transmitted herewith is a feasibility report which addresses street and utility improvements
y p y
'
for the Brockway Residential Addition.
We would be ha to discuss this report with you at our convenience. Please d
happy p y y o not
hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
David E. Hutton, P.E.
Project Manager
Enclosure
js
4150 Olson'
Memorial Highway
Suite 300
Minneapolis'
Minnesota
55422
' 763.541.4800
763.541.1700 FAX
Minneapolis • St. Cloud Equal Opportunity Employer
CERTIFICATION
I hereby certify that this plan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
David E. Hutton, P.E.
Date: July 6, 2004 Lic. No. 19133
Quality Control Review by:
ohn D. Hardy, P.E.
Date: July 6, 2004
Lic. No. 41499
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ......................................................................... ..............................2
2 . INTRODUCTION ....................................................................................... ..............................3
2.1 Authorization .................................................................................... ..............................3
2.2 Scope ................................................................................................ ..............................3
2.3 Data Available .................................................................................. ..............................3
3 . GENERAL BACKGROUND .................................................................... ..............................4
3.1 Project Location (Figures 1 and 2) ................................................... ..............................4
3.2 Existing Conditions .......................................................................... ..............................4
4 . PROPOSED IMPROVEMENTS .............................................................. ..............................6
4.1 Streets ............................................................................................... ..............................6
4.2 Storm Sewer ..................................................................................... ..............................6
4.3 Watermain (Figures 3 -8) .................................................................. ..............................7
4.4 Sanitary Sewer (Figures 3- 7) ............................................................ ..............................7
4.6 Permits /Approvals ............................................................................ ..............................8
4.7 Right -of -Way /Easements ................................................................. ..............................8
5 . FINANCING ............................................................................................... ..............................9
5.1 Estimated Costs ................................................................................ ..............................9
5.2 Funding ............................................................................................ .............................10
6 . PROJECT SCHEDULE ............................................................................ .............................11
7. FEASIBILITY AND RECOMMENDATION ......................................... .............................12
Appendix A
Figures
Appendix B
Estimated Construction Costs
Appendix C
Calculation of Estimated Development Fees and City Fees
Appendix D
Storm Water Lateral Trunk Conveyance and Ponding Fee Calculation Worksheets
Appendix E
Estimated Over - Sizing Costs
Appendix F
Resolution 2004 -60
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 1
EXECUTIVE SUMMARY
This report is written to address improvements related to the development of the proposed
Brockway Residential Addition. The Brockway Residential Addition is a proposed 624 dwelling
unit mixed residential development that will be located on a 113.6 acre tract located long the east
side of Trunk Highway 3 (South Robert Trail) between Connemara Trail and County Road 38
(132nd Street West /Bonaire Path). The proposed residential mix includes senior housing,
apartment buildings, townhomes and single- family homes. A map showing the project location
is shown on Figures 1 and 2.
The proposed improvements include the construction of city streets that include concrete curb
and gutter, 8 -foot bituminous pathways, and 5 -foot concrete sidewalks. The proposed City street
construction includes a new north -south road parallel to Trunk Highway 3 connecting
Connemara Trail and County Road 38. Utility improvements include the construction of trunk
and lateral watermains and sanitary sewer mains and lateral storm sewer systems.
The total estimated project cost for the street and utility improvements of the Brockway
Residential Addition is $10,161,525, including all City of Rosemount Development Charges,
City Fees, Engineering Fees and other associated costs. The estimated cost of improvements was
divided by 624, which is the total number of proposed units in the development to obtain an
estimated construction cost per unit. The estimated construction cost per unit ($16,284.50) will
be multiplied by the number of proposed units in each construction phase to obtain the estimated
construction cost for that phase for the security requirements in the Developer's Agreement.
The project cost of lateral improvements will be financed by the developer, Contractor Property
Developers Company. Costs associated with over - sizing of trunk sanitary sewer and trunk
watermain will be financed through the use of City Core Funds. The grading of the site will be
completed by the developer prior to the initiation of street and utility improvements.
It is anticipated that the public improvements for the Brockway Residential Addition, Phase 1,
will be started and partially completed in 2004 and fully completed, including the final lift of
bituminous pavement and all restoration items, in 2005. It is anticipated that Phase 2 will also be
constructed in 2005. At this time, there is no schedule for completion of the remaining phases of
the Brockway Residential development.
This project is feasible, necessary, and cost - effective from an engineering standpoint and should
be constructed as proposed herein.
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 2
2. INTRODUCTION
2.1 Authorization
' On May 4, 2004, the Rosemount City Council authorized the preparation of a Feasibility Report
to address development - related infrastructure costs attributed to the Brockway Residential
' Addition Street and Utility Construction project. The Brockway Residential Addition has been
designated as City Project No. 381.
1 The developer, Contractor Property Developers Company, will be funding all costs except the
trunk utility over - sizing costs, which will be financed by the City Core Funds.
' 2.2 Scope
This report addresses the construction of street and utility improvements necessary for the
' development of the Brockway Residential development located south of County Road 38 (132nd
Street West/Bonaire Path), east of Trunk Highway 3, and north of Connemara Trail. In order to
address the development issues from a regional standpoint, this report reviews the entire area to
' be developed within the Brockway Residential Addition. This report will provide a basis for the
completion of the Brockway Residential Addition in phases.
' The proposed improvements include construction of streets, lateral and trunk sanitary sewer,
watermain, and lateral storm sewer systems. Site grading will be completed privately prior to
construction of the street and utility improvements.
' 2.3 Data Available
Information and materials used in the preparation of this report include the following:
• City of Rosemount Record Plans for adjoining properties.
• City of Rosemount Stormwater Management Plan.
• City of Rosemount Topography Maps for Adjoining Properties.
• City of Rosemount Water Supply and Distribution Plan.
• Draft North Central Sanitary Sewer Study, prepared by WSB & Associates, Inc.
• Preliminary Plat information for Brockway Residential prepared by Westwood Professional
Services, Inc.
• Preliminary Grading Plans for Brockway Residential prepared by Westwood Professional
Services, Inc.
• 2004 Schedule of Rates and Fees, City of Rosemount
• Assessment/Improvement Policy, City of Rosemount
t Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 3
F_
3. GENERAL BACKGROUND
' 3.1 Project Location (Figures 1 and 2)
' The project is located on a 113.6 acre tract which is bordered by County Road 38 (132nd Street
West/Bonaire Path) on the north, Trunk Highway 3 (South Robert Trail) on the west and
' Connemara Trail on the south.
3.2 Existing Conditions
The former Brockway Glass warehouse and furnace room building will be removed by the
developer during site grading operations. Most of the remaining area of the tract is presently
' being used as a golf course and driving range.
Access to the tract is available from Connemara Trail along the south side and County Road 38
(132nd Street West/Bonaire Path) along the north side.
The tract presently drains to the west to large existing culverts under Trunk Highway 3, to the
' south to the existing storm sewer system in Connemara Trail and to an existing pond and other
low areas to the north along County Road 38.
' The project area is currently served by the Rosemount West Water System from a 16 -inch DIP
watermain in Connemara Trail. There are two 16 -inch DIP stubs to the north from Connemara
Trail. One is at the intersection with Trunk Highway 3 and the other is just west of the railroad,
near the east end of the tract. There are two 12 -inch DIP stubs placed at the approximate third
points of the Brockway tract to provide water service for development of the tract.
' An 8 -inch PVC sanitary sewer main was stubbed to the north from the 30" RCP Brockway Draw
main in Connemara Trail to provide for development of the Brockway Glass tract. A 21 -inch
RCP sanitary sewer main was also stubbed to the north to provide for this development and as a
' trunk sewer main to serve areas to the north of this project.
Magellan Midstream Partners, Inc. and Koch Pipeline have parallel pipelines that cross the tract.
' They enter the tract near the southeast corner and head more or less northeast around the existing
factory building. They leave the tract along the railroad at a point approximately midway along
the east tract line.
r
The proposed site improvements will encroach on approximately 4,036 S.F. of existing wetlands
area along County Road 38. This area must be mitigated at a 2:1 ratio. The Technical
Evaluation Panel met on May 26, 2004 and concurred that the wetland impacts had been reduced
to the greatest extent feasible and that the proposed mitigation plan meets the Wetland
Conservation Act requirements.
An Environmental Assessment Worksheet (EAW) has been prepared by WSB and Associates,
Inc. for the Brockway Residential Development. The EAW has listed several potential and
known pollutants which have been identified on the site. A Construction Contingency Plan must
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 4
be developed to deal with the removal of contaminated soil and/or groundwater that is
' discovered after the removal of the existing warehouse and furnace building and during any other
site excavation. An existing DUMP/VIC (Volunteer Investigation and Cleanup) site has been
identified on the southeast corner of the tract. This is a known dump area that has been mitigated
' and capped and is being monitored by the MPCA. Costs associated with potential clean -up of
pollutants have not been included in this report, and will be the responsibility of the Developer.
' The tract is currently zoned B -P2 (Business Park -2) and PI (Public Institutional). It must be re-
zoned to a combination of R -1, R -2, R -3, R -4, C -I and PI to accommodate the proposed
development.
An active railroad runs along the southeast side of the tract.
' There are private utilities located along County Road 38 (132nd Street West/Bonaire Path), along
Connemara Trail and along Trunk Highway 3 (South Robert Trail) to the west.
'
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 5
4. PROPOSED IMPROVEMENTS
4.1 Streets
A Traffic Report was prepared earlier for this project to determine the traffic increase on
Connemara Trail, County Road 38 (C.R. 38) (132 Street West/Bonaire Path) and Trunk
Highway 3 (T.H. 3) (South Robert Trail) from this development. Improvements that are required
without this development, but will help mitigate the increase in traffic from this project, include
a new traffic control signal at the intersection of Connemara Trail and T.H. 3, adding left -turn
' and right -turn lanes to T.H. 3 at C.R. 38 and adding a left -turn lane to C.R. 38 at T.H. 3.
Improvements to C.R. 38 that are directly related to the Brockway Residential Development
include adding a right -turn lane on eastbound C.R. 38 at the intersection with the proposed road
' into the development, and widening and improving C.R. 38 along the entire frontage of the
development. These improvements will be designed and constructed by the City of Rosemount
under separate contracts.
City streets to be constructed as a part of the Brockway Residential Addition include a new
north -south road parallel to Trunk Highway 3 to connect Connemara Trail and County Road 38
' and local streets that form a large loop with additional interior roads. A "traffic circle" is
proposed as the intersection of the main north/south and east /west streets near the center of the
development.
' The new north -south through road is proposed to be constructed to a varying width with B -618
concrete curb and gutter and will include a 5 -foot concrete sidewalk and an 8 -foot bituminous
' pathway. The local streets are proposed to be constructed to a width of 28 feet face -to -face with
modified `S' (surmountable) concrete curb and gutter. Parking will only be allowed along one
side of all local roads. Sidewalks will be constructed along both sides of all local roads. A
bituminous path will be constructed around the entire loop road. Additional bituminous paths
may be constructed as part of park improvements.
' The pavement section for the proposed north -south road will be designed for a 10 -ton axle load,
and will consist of approximately 5 inches of bituminous and 10 inches of Class 5 aggregate base
on 24- inches of select granular borrow. All internal streets will be designed to accommodate a
' 9 -ton axle load, and will consist of approximately 4 inches of bituminous and 8 inches of Class 5
aggregate base on 24- inches of select granular borrow. The County Road 38 improvements and
pavement sections will be addressed in a separate feasibility report.
' 4.2 Storm Sewer
The proposed storm sewer improvements include the construction of lateral storm sewer systems
to serve the road rights -of -way. The site storm sewer system will be designed for a 10 -year
rainfall event. The storm main from the driveway area between the two adjacent apartment
' buildings will be slightly over -sized during design to try to minimize the potential for flooding
the lower level garages during storm events greater than the 10 -year return storm.
Page 6
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
'
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 6
Stormwater will be routed in a manner consistent with Rosemount's Comprehensive Storm
' Water Management Plan. The stormwater runoff from the southern section of the site will be
directed through a new storm sewer crossing under Connemara Trail to an existing pond area
(City Pond # 1589) on the southeast corner of Connemara Trail and the railroad. The north end
' will drain to new stormwater management ponds along County Road 38. A new storm sewer
system will be constructed in County Road 38 to carry the discharge from these ponds east to
Keegan Lake. A temporary pond and infiltration area are proposed for construction along Trunk
Highway 3 to provide rate control, volume control and water quality treatment until such time
that the City constructs regional Pond # 1552 west of T.H. 3.
4.3 Watermain (Figures 3 -8)
' Water service will be extended from the existing Rosemount Water System. The proposed
improvements include the extension of a 16 -inch DIP trunk watermain north in the new main
through road, to serve properties within the development and to a connection point for a future,
' large diameter watermain in C.R. 38. A 12 -inch DIP watermain would be required to serve this
development if the City was not planning to construct a trunk watermain. These proposed
improvements are in accordance with the Rosemount Water Supply and Distribution Plan.
Eight -inch watermain will be constructed in each internal roadway as needed to provide water
service to the individual lots and to allow for looping throughout the proposed Brockway
Residential development. Fire hydrants will be installed along City streets in accordance with
City Standards.
Based on industry standards, the water supply and available water storage capacity requirements
for this development will be adequate after Well No. 12 and the Bacardi Tower are completed
and operating. It is anticipated that Well No. 12 will be operational in the Summer of 2005 and
the Bacardi Tower will be operational by the Fall of 2005.
An underground conduit system will be constructed along the 16" DIP watermain for future
SCADA system connection.
4.4 Sanitary Sewer (Figures 3 -7)
Sanitary sewer service for the Brockway Residential Addition development will be provided
from an existing 21 -inch RCP trunk sanitary sewer main that was extended north from
Connemara Trail during construction of that road. An 18 -inch RCP trunk main will be
constructed along the main north -south street from Connemara Trail to County Road 38. Eight -
inch sanitary sewer mains will be constructed in the internal roadways as needed to provide for
sanitary sewer service throughout the proposed Brockway Residential development. This trunk
main is part of the Draft North Central Sanitary Sewer Study.
' Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 7
4.5 Sidewalk/Pathway
A 5 -foot wide concrete sidewalk and an 8 -foot wide bituminous pathway are proposed to be
constructed along the main north -south road through the development. A 5 -foot wide concrete
sidewalk will also be constructed along both sides of the interior streets according to the
conditions of approval of the preliminary plat.
Eight -foot wide bituminous pathways will also be constructed along the exterior loop street and
in the park areas as directed by the City Parks Director.
' 4.6 Permits /Approvals
' The anticipated permits required and the respective regulatory agencies are listed below:
• Minnesota Department of Health (MDH) ............................ ............................... Watennain
t • Minnesota Pollution Control Agency ( MPCA) ............. ............................... Sanitary Sewer
• Metropolitan Council Environmental Services (MCES) ............................. Sanitary Sewer
' • Minnesota Pollution Control Agency (MPCA).. National Pollutant Discharge Elimination
System (NPDES) General Storm -water Permit for Construction Activity (MN R110000)
' • Magellan Midstream Partners L. P ......... ............................... Pipeline Crossing Agreements
• Koch Pipeline ........................................ ............................... Pipeline Crossing Agreements
' • Dakota County Highway Department ................. Street opening permit at County Road 38
o Mn/ DNR ......................................................... ............................... Outlet into Keegan Lake
' The final plat requires approval by the Dakota County Plat Commission and Board of
Commissioners.
' 4.7 Right -of -Way /Easements
The proposed street rights -of -way for all public streets and all necessary easements across the
proposed Brockway Residential development will be dedicated by the developer as part of the
final plat for each phase. The Developer, Contractor Property Developers Company, will also
dedicate the additional right -of -way required for the future upgrade of County Road 38.
' Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 8
5. FINANCING
5.1 Estimated Costs
Project construction costs were estimated by Westwood Professional Services, Inc. WSB and
Associates, Inc. reviewed the estimates provided by Westwood, and adjusted them based on their
experience designing similar projects in the City of Rosemount. Plat fees and City Fees were
calculated by WSB & Associates, Inc. for this project. Summaries of the project costs are as
follows:
Estimated Construction Costs (See Appendix B)
Park Dedication Fee
Streets
GIS Fee
$2,921,729.40
Sanitary Sewer
$115,283.70
$979,735.00
W atermain
Trunk Storm Sewer Area Assessment Charge
$849,019.00
Storm Sewer
$205,928.70
$1,756,164.00
Total Estimated Construction Costs
$6,506,647.40
Estimated Developer Fees (See Appendix C)
Park Dedication Fee
$635,400.00
GIS Fee
$34,320.00
City Sanitary Sewer Availability Charge
$115,283.70
City Water Availability Charge
$455,455.80
Trunk Storm Sewer Area Assessment Charge
$490,806.00
Stormwater Ponding Fees (DA -1 & DA -6)
$205,928.70
Total Estimated Developer Fees $1,937,194.20
Estimated City Fees (See Appendix C)
Engineering Fees (17 %)
$1,106,130.06
Attorney Fees (Lump Sum)
$15,000.00
5% City Administration Fee
$325,332.37
Street Lighting Energy Costs
$3,000.00
Street Seal Coating Costs
$25,611.00
County Road 38 Improvements
$242,610.00
Total Estimated City Fees $1,717,683.43
Total Estimated Construction Costs and Fees
Total Estimated Construction Costs
$6,506,647.40
Total Estimated Developer Fees
$1,937,194.20
Total Estimated City Fees
$1,717,683.43
Total Estimated Construction Costs and Fees
$10,161,525.03
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 9
u
Estimated Construction Cost per Unit:
624 Total proposed Dwelling Units (D.U.)
$10,161,525.03 Total Estimated Costs
$10,161,525.03 / 624 D.U. _ $16,284.50/D.U.
5.2 Funding
The funding for the lateral public improvements will be collected from the developer, Contractor
Property Developers Company. The Watermain and Sanitary Sewer Core Funds will fund
construction costs associated with the proposed trunk over - sizing.
Contractor Property Developers Company will be charged $100 per front foot for improvements
to County Road 38 along the entire length of the tract and will pay 100% of the costs for the new
right turn lane on County Road 38 into the project. The costs for the other improvements along
Trunk Highway 3 and at Connemara Trail will be paid for from other funds.
A breakdown of the funding for the project is as follows:
■ Streets Contractor Property Developers Company will up front the cost of all street
improvements related to the construction of the Brockway Residential development.
Storm Sewer: Contractor Property Developers Company will up front the cost of all
improvements related to the construction of the Brockway Residential development.
There are no planned City storm sewer trunks mains in this project.
Watermain: Watermain Core Funds will fund the over - sizing costs for the 16 -inch DIP
watermain in the new road from Connemara Trail north to County Road 38. Contractor
Property Developers Company will up front the cost of all other watermain construction
costs related to the construction of the Brockway Residential development. The City's
Over - sizing Costs are estimated at $56,943.00.
Sanitary Sewer: Sanitary Sewer Core Funds will fund the over - sizing costs for the 18-
inch RCP trunk main in the new road from Connemara Trail north to County Road 38.
Contractor Property Developers Company will up front the cost of all other sanitary
sewer construction costs related to the construction of the Brockway Residential
development. The City's Over - sizing Costs are estimated at $187,472.50.
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 10
6. PROJECT SCHEDULE
The proposed project schedule is as follows:
Brockway Residential Addition, Phase 1 Street and Utility Improvements and Appurtenant Work
Order Feasibility Report .................................................... ............................... May 4, 2004
Receive Feasibility Report / Order Plans and Specifications (Phase 1) ............July 6, 2004
Final Plans and Specifications completed for City Review .......................... August 3, 2004
City Review and Comments ........................................ ............................... August 11, 2004
Approve Plans and Specifications /Order Ad for Bids (Phase 1) ................ August 17, 2004
Receive Bids .......................................................... ............................... September 15, 2004
Award Contract ...................................................... ............................... September 21, 2004
Begin Construction ................................................. ............................... September27, 2004
Substantial Completion .......................... ............................... ...........................July 15, 2005
Final Lift of Bituminous .............................................. ............................... August 15, 2006
It is anticipated that Phase 2 will be constructed in 2005 after the substantial completion of Phase
1. Phase 2 improvements will include the completion of the main north/south road up to County
Road 38 and the County Road 38 improvements from Trunk Highway 38 to the railroad. The
County Road 38 improvements are being addressed in a separate report. All C.R. 38
improvements are proposed to be completed by the fall of 2005. The developer, Contractor
Property Developers Company, does not have immediate plans for the construction of the
remaining phase(s) at this time. Any delays associated with developer- related decisions will
require the extension of the above -noted schedule.
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 331
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 11
7. FEASIBILITY AND RECOMMENDATION
' City Project No. 381 consists of the construction of street, sanitary sewer, watermain, storm
sewer, and appurtenant work as necessary to construct the Brockway Residential Addition, Phase
' 1. Future phases of the Brockway Residential Addition will be assigned new City project
numbers prior to design and construction. Incorporated into the lateral utility improvements are
trunk sanitary sewer and watermain improvements in accordance with the City of Rosemount's
' Comprehensive Plans.
' It is the recommendation of WSB & Associates, Inc., that City Project No. 381, along with the
subsequent phase(s) of the Brockway Residential Addition, is feasible, necessary, and cost -
effective from an engineering standpoint. We recommend construction of the proposed
improvements as detailed in this report.
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
' City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Page 12
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Suite 300
Minneapolis, MN 55422
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N7S6 Project No. , 2004 1565-01
July 13, 2004
Figure No.
763 - 541 -4600
DEVELOPEMENT PROJECT
k- FAX 763 - 541 -1700
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ROSEMOUNT, MINNESOTA
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BROCKWAY GLASS
DEVELOPEMENT PROJECT
ROSEMOUNT, MINNESOTA
ESL M C
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July 13, 2004 WSB Project No. 1565 -01
FIGURE NO.
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BROCKWAY GLASS
DEVELOPEMENT PROJECT
ROSEMOUNT, MINNESOTA
ESL M C
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July 13, 2004 WSB Project No. 1565 -01
FIGURE NO.
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BROCKWAY GLASS
DEVELOPEMENT PROJECT
ROSEMOUNT, MINNESOTA
July 13, 2004 WSB Project No. 1565 -01
FIGURE NO.
5
4150 Olson Memorial Highway
Suite 300
WSB Minneapolis,
MN 55422
—
763 -541 -4800
k Aeeoei tee, Inc.
FAX 763 - 541 -1700
—
MA01565- 01 \FEAS \FIG 05 PH 3.dwq, Layoutl
BROCKWAY GLASS
DEVELOPEMENT PROJECT
ROSEMOUNT, MINNESOTA
July 13, 2004 WSB Project No. 1565 -01
FIGURE NO.
5
1
1
' APPENDIX B
' Estimated Construction Costs
1
1
'
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
'
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Opinion of Probable Construction Cost
Project Naine:.Brockway Glass
Irate: 04/09./04 Updated by Phases
Prepared by: Westwood Professional Services
Project Number: 20031037
Based off of .P. relinl.inary Plans prepared by Westwood Professional Services, Inc. dated 02/17/04
CONSULTANT's opinions of probable Construction Cost provided for herein are to be made on the basis of
CONSULTANT's experience and qualifications and represent CONSULTANT's best judgment as an
experienced and qualified professional generally familiar with the industry. However, since CONSULTANT
has no control over the cost of labor, materials, equipment, or services furnished by others, or over the
Contractor's methods of determining prices, or over competitive bidding or market conditions, CONSULTANT
cannot and does not guarantee that proposals, bids, or actual Construction Cost will not vary from opinions of
probable Construction Cost prepared by CONSULTANT. If OWNER wishes greater assurance as to probable
Construction Costs, OWNER shall employ an independent cost estimator.
'
'
'
'
'
'
'
'
'
'
' 1
Brockway Glass
Date: 04/09/04 revised by Phases
'RASE 2
Description Total Estimated
C onstruction Cost
SUBTOTAL
PHASE 3
Estimated
Quantity
Inflated
Quantity
Total Estimated
Construction Cost
SANITARY SEWER
Connect to Existing Sanitary Sewer
8" PVC SDR 35 Sanitary Sewer (10' -12' Depth) $3,000.00
$63,668.00
3
3
$3,000.00
1053
1106
$24,332.00
8" PVC SDR 35 Sanitary Sewer (12' -14' Depth)
8" PVC SDR 35 Sanitary Sewer (14' -16' Depth) _ $21,792.00
8" PVC SDR 35 Sanitary Sewer (16' -18' Depth) $10,150.00
$1,755.00
386
405
$9,720.00
677
711
$17,775.00
144
151
$4,077.00
8" PVC SDR 26 Sanitary Sewer (16' -18' Depth)
0
0
$0.00
8 PVC SDR 26 Sanitary Sewer (18' -20' Depth) $0.00
8" PVC SDR 26 Sanitary Sewer (20' -22' Depth) _ $0.00
123
129
$3,999.00
124
130
$4,550.00
8" PVC SDR 26 Sanitary Sewer (22' -24' Depth) $0.00
12
13
$520.00
8" PVC SDR 26 Sanitary Sewer (24' -26' Depth) $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (26 -28 Depth) * $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (28 -30 Depth) * ._ $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (30 -32 Depth) * $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (32 -34 Depth) * $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (10 -12 Depth) * $0.00
0
0
$0.00
8" DIP Class 52 Sanitary Sewer (12 -14' Depth) * $2,016.00
0
0
$0.00
18" RCP CL. 5 Sanitary Sewer (14 -16 Depth) * $0.00
0
0
$0.00
18" RCP CL. 5 Sanitary Sewer (16 -18 Depth) * $1,598.00
18" RCP CL. 5 Sanitary Sewer (18 -20 Depth) $3,420.00
0
0
$0.00
0
0
$0.00
18" RCP CL. 5 Sanitary Sewer (20 -22 Depth) $4,520.00
0
0
$0.00
18" RCP 4000 # D Load Sanitary Sewer (22 -24 Depth) * $5,764.00
18" RCP 4000 # D Load Sanitary Sewer (24 -26 Depth) * $7,448.00
18" RCP 4000 # D Load Sanitary Sewer (26 -28 Depth) * $9,342.00
18" RCP 4000 # D Load Sanitary Sewer (28 -30 Depth) * $9,676.00
18" RCP 4000 # D Load Sanitary Sewer (30 -32 Depth) * $9,920.00
0
0
$0.00
0
0
$0.00
0
0
$0.00
0
0
$0.00
0
0
$0.00
18" RCP 4000 # D Load Sanitary Sewer (32 -34 Depth) * $8,073.00
0
0
$0.00
Drop 48" Diameter Manhole (0 -8' Depth) $2,886.00
7
7.5
$15,000.00
Standard 48" Diameter Manhole (0 -8' Depth) $6,000.00
14
15
$27,000.00
Drop Riser $52,200.00
Extra Depth 48" Diameter Manhole $13,000.00
9
9
$1,800.00
84.9
89
$8,900.00
4" x 8" PVC SDR 26 Wye $19,000.00
0
0
$0.00
6 "x 8" PVC SDR 26 Wye $6,225.00
27
28.5
$2,565.00
4" PVC SDR 26 Riser Pipe _ $720.00
6" PVC SDR 26 Riser Pipe $1,060.00
4" PVC SDR 26 Sanitary Sewer Service Pipe (Horizontal) $0.00
0
0
$0.00
0
0
$0.00
0
0
$0.00
6" PVC SDR 26 Sanitary Sewer Service Pipe $33,180.00
1424
1496
$22,440.00
4" PVC SDR 26 Bend $6,735.00
6" PVC SDR 26 Bend $830.00
0
0
$0.00
28
29.5
$442.50
4" PVC SDR 26 Plug $120.00
0
0
$0.00
6" PVC SDR 26 Plug $830.00
28
29
$435.00
6" PVC Cleanout $120.00
Trench Stabilization Aggregate (500 # /L.F.) $4,275.00
44
46
$10,350.00
630
662
$9,930.00
Televise Sanitary Sewer $20,490.00
$5,460.00
2519
2645
$2,645.00
Subtotal Sanitary Sewer $335,273.00
WATER MAIN
$169,480.50
Remove Plug and Connect to Existing Water Main
4" DIP Class 52 Water Main (All Depths) $3,000.00
3
3
$3,000.00
1325
1391
$
$7,412.00
6" DIP Class 52 Water Main (All Depths)
8" DIP Class 52 Water Main (All Depths) $3,580.00
$141,218.00
235
247
$4,647.00
$4,940.00
4332
4549
$100,078.00
of 3
1
Description
16" DIP Class 52 Water Main (All Depths)
Poly Wrap for DIP Water Main
Hydrant with Auxiliary Valve
4" Gate Valve & Box
4" DIP Plug
8" Gate Valve & Box
16" Butterfly Valve
Fittings (Ductile Iron C -153)
1" Corporation Stop with Saddle
V Copper Water Service (Horizontal)
1" Curb Stop with Box
Irrigation Assembly Riser
Subtotal Water Main
STORM SEWER
RC Pipe, Class V (all depths)
2'x3 "CB
27" CB
CBMH/STMH (0 -8' Depth)
Extra Depth Manhole
48" Diameter Outlet Control Structure (as pe;
4" PVC Draintile (Inc. rock and fabric)
RC Flared End Section w/Trash guard
Class 3 Rip Rap (Type Limestone, incl. filter
Inlet Protection (silt fence and hay bales as pi
Storm Sewer Crossing of Connermara Trail
Granular Filter Material
Subtotal Storm Sewer
STREETS
HASE 2
Total Estimated
— Ionstruction Cost
$40,880.00
$3,882.50
$39,600.00
$4,800.00
$550.00
$8,000.00
$6,400.00
$22,330.00
$9,960.00
$29,862.00
$9,960.00
$2,200.00
$280,665.00
$13,200.00
$7,700.00
$110,000.00
$6,250.00
$10,000.00
$8,820.00
$10,000.00
$3,180.00
$2,450.00
$0.00
$780.00
Subgrade Preparation (2.0' BOC) (P)
Estimated'
Quantity
24" Thick Granular Borrow (P)
$18,666.20
3" Minus Crushed Quarry Rock Stabilizing Agg.
$167,995.80
6 ", MnDOT 2211, Class 5 Agg. Base, 100% Lim estone (P)
$12,096.00
Utility Crossings (pipe supplied by others)
$105,714.00
Irrigation Crossings
$1,200.00
Concrete Curb & Gutter
$600.00
2" MnDOT 2350 Type LV3 (non- wearing) (P)
$117,631.50
Adjust Manhole Castings
$73,867.50
Adjust Gate Valve Castings
$10,200.00
Street Cleaning For Wear Course Installation
$2,200.00
M nDOT 2357 Tack Coat (P)
$1,500.00
2" MnDOT 2350 Type LV3 (wearing) (P)
$2,955.00
5' Wide x 6" Thick Cone. sidewalk inc. 4" Cl. 5, Base
$83,716.50
8' Wide x 2 -1/2" Thick Bit. Trail inc. 4" Class 5, Agg Base
$147,872.00
Boulevard restoration (2 rolls of sod back of curb)
$43,760.00
Furnish and Install Traffic Barricade
$20,758.50
Patch broken up bituminous (budget item) 5% Bituminous
$2,000.00
Remove/Replace broken concrete curb and gutter (budget item).,
$14,775.00
Saw Cut or Mill Existing Pavement
$17,275.00
Pedestrian Ramps
$1,000.00
Equipment Rental (Include rate sheet for equipment)
$4,410.00
$5,000.00
Subtotal Streets
$855,193.00
SUBTOTAL PHASE 3
Estimated'
Quantity
Inflated
I Quantity
Total Estimated
Construction Cost
01
0
$0.00
4517
4743
$2,371.50
13
14
$30,800.00
28
30
$18,000.00
34
36
$1,800.00
6
6
$4,800.00
0
0
$0.00
4817
5058,
$12,645.00
3
3
$360.00
90
95
$855.00
3
3
$360.00
21
2
$2,200.00
$205,856.50
4822
5063
$227,835.00
24
25
$27,500.00
0
0
$0.00
35
37
$92,500.00
17
18
$2,250.00
0
0
$0.00
600
630
$7,560.00
1
1
$2,000.00
10
11
$660.00
47
49
$2,450.00
0
0
$0.00
5
5
$150.00
$362,905.00
35802
37592
$26,314.40
35802
37592
$236,829.60
1135
1192
$16,688.00
32309
33924
$142,480.80
7
8
$2,400.00
3
3
$900.00
18461
19384
$164,764.00
25320
26586
$99,697.50
11
12
$3,600.00
4
4
$800.00
4
4
$6,000.00
1368
1331
$3,993.00
25320
26586
$112,990.50
3962
4160
$66,560.00
3611
3792
$75,840.00
17849
18741
$28,111.50
0
0
$0.00
1194
1254
$18,810.00
831
873
$21,825.00
1
1
$1,000.00
29
31
$6,510.00
3
3
$15,000.00
$1,05 1,114.30
2of3
3of3
Description
'
SUMMARY
Subtotal Sanitary Sewer
Subtotal Water Main
'
Subtotal Storm Sewer
Subtotal Streets
'
TOTAL
SCADA Conduit and Handholes
'
Additional Storm Sewer
Additional Sanitary Sewer for 18" Trunk Main
REVISED SUMMARY
'
Revised Subtotal Sanitary Sewer
Revised Subtotal Water Main
Revised Subtotal Storm Sewer
'
Revised .Subtotal Streets
Revised Tota
1
3of3
' APPENDIX C
Calculation of Estimated Development Fees and City Fees
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565-01
DEVELOPMENTS FEES CALCULATIONS
Park Dedication Fees
City of Rosemount Parks Commission determines the
acceptable area for park dedication. It is assumed here
that the entire area proposed for dedication is accepted.
Requirements:
1) 1/25 of an acre per dwelling unit (D.U.)
2) $60,000 / acre of additional land required to meet
the minimum dedication area.
624 Total Proposed Dwelling Units
624 D.U. x 1/25 Acre /D.0 = 25 Acres required for park dedication.
14.37 Acres proposed for dedication as park area
24.96 Acres required - 14.37 Acres proposed = 10.59 Acres
10.59 Acres to be dedicated as cash contribution
10.59 Acres x $60,000 /Acre = $635,400 required cash contribution
Geographic Information Systems Fees (GIS)
Requirements:
1) $55.00 per Lot/Unit
624 Total Proposed Dwelling Units
624 D.U. x $55.00 per D.U. _ $34,320 required GIS Fee
Citv Sanitary Sewer Availibilty Charges
Appendix I - pg 9
Appendix I - pg 4
Trunk Sanitary Sewer Area Assessment Appendix I - pg 7
Requirements:
1) $1,015.00 per Acre
113.58 Acres Total Area
113.58 Acres x $1,015.00 per Acre = $115,283.70 Trunk Sanitary Sewer Area Assessment
Citv Water Availibilitv Charaes
Trunk Watermain Area Assessment Appendix l - pg 7
Requirements:
1) $4,010.00 per Acre
113.58 Acres Total Area
113.58 Acres x $4,010.00 per Acre = $455,455.80 Trunk Watermain Area Assessment
M: \01565- 01 \FEAS \Estimated FeesPlatFees
Storm Water Charges
Trunk Storm Water Area Assessment Appendix I - pg 8
Requirements:
1) $4,575.00 per Acre"
"Acres are defined as gross acres of developable property minus pond
acreage and wetlands delineation line, rounded to the nearest one tenth
(1/10) of an acre.
113.58 Acres Total Area
6.3 Acres Pond/Wetland Area
107.28 Acres Net Area
107.28 Acres x $4,575.00 per Acre = $490,806.00 Trunk Storm Sewer Area Assessment
M: \01565- 01 \FEAS \Estimated FeesPlatFees
CITY FEES CALCULATIONS
Engineering Fees
Engineering Fees are estimated at 17% of the total estimated construction costs.
Estimated Engineering Fees include the preparation of the Feasibilty Report, Final Design,
preparation of Construction Plans and Specifications, Construction Services and Material Testing.)
Total estimated construction costs = $ 6,506,650 x 0.17 = $1,106,130 Estimated Engineering Fee
Attorney Fees
Attorney fees are estimated at $15,000 for this project.
City Administration Fee
City Administration Fees are 5% of the total estimated construction costs.
Actual construction costs will be used when the final fee is collected.
Total estimated construction costs = $ 6,506,650 x 0.05 = $325,332 Estimated City 5% Administration Fee
Street Light Energy Costs
Street light energy costs are determined by the following equation:
Number of street lights in the development x $5.00 1month /light x 24 months
Total number of street lights is estimated to be 25 for this development
Street light energy cost = 25 street lights x $5.00 /month /light x 24 months = $3,000.00
Street Seal Coating Costs
Street Seal Coating Costs have been determined to be $0.60 per square yard of new public roadways.
Area of proposed public streets = 42,685 Square Yards
Street Seal Coating Costs = $0.60 /S.Y. public streets x 42,685 S.Y. public streets = $25,611.00
M: \01565- 01 \FEAS \Estimated FeesCityFees
County Road 38 Improvements
' The Developer and the City of Rosemount have agreed that the Developer will be assessed
$100.00 per lineal foot of frontage along County Road 38 for the proposed improvements
associated with widening C.R.,38 to a full urban section.
' The Developer will also pay for 100% of the cost to add the right -turn lane from County Road 38 into
the development.
' Front Footage Charge
Total Front Footage 1,977.6 Lineal Feet
Front Footage Charge = 1,977.6 L.F. Frontage x $100.00/ L.F. of Frontage = $197,760.00
Right -Turn Lane Charge
Assumed Road Section: 2" 2350 Bituminous Wear Course
4" 2350 Bituminous Non -Wear Course (2 courses)
11" Aggregate Base, Class 5
24" Select Granular Borrow
Estimated area of proposed right -turn lane = 5,670 S.F = 603 S.Y.
Estimated borrow required = 3,000 C.Y.
Estimated length additional lane line - 4" solid white, epoxy = 250'
Pavement message (right -turn arrow), poly preformed - 1
' Estimated Cost Proposed Roadway Section - $14,500.
Estimated Cost Proposed Borrow = $30,000.
' Estimated Cost Proposed Additional Striping - $0.30 /L.F. X 250 L.F = $75.
Estimated Cost Proposed Pavement Message - $275 each X 1 each = $ 275.
Right -Turn Lane Charge = $14,500 + $30,000 + $75 + $275 = $ 44,850
Total County Road 38 Improvements Charge = $197,760 + $44,850 = $242,610
M: \01565- 01 \FEAS \Estimated FeesCityFees
' APPENDIX D
' Storm Water Lateral Trunk Conveyance and Ponding Fee Calculation Worksheets
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
'
WSB Project No. 1565 -01
Development Name: Brockway Development
' Date of Plans: 5/6/04
Date of Fee Calculation: 6/14/04
1. Total site area (acres): 41.9 DA -1 discharging to the south under Connemara into pond 1589
' 2. Ponding area to HWL (acres): 0
Pond 1:
Pond 2:
Pond 3:
Total ponding area (acres): _0
3. Floodplain area not included in ponding area (acres): 0
4. Total wetland not included in ponding or floodplain area (acres): 0
5. Public park area (acres): outlot L (park) 1.49 ac= 0 ponding fee
' 6. County and State road right -of -way area (acres): 0
7. Determine Net Developable Area:
Equation: Net Developable Area = Item 1 — Item 2 — Item 3 — Item 4 — Item 5 — Item 6
41.9 - 0 -0 -0- 1.49 -0 = 40.3
8. Determine Total Lateral Trunk Conveyance Fee:
8a. Fee at Time of Final Plat 8b. Fee at Time of Building Permit
Equation: (Item 1.7)($4,574 /acre) = Lateral Trunk Lateral Trunk Conveyance Fee Part 2:
Conveyance Fee Part 1
Low Density Residential = $508/lot
(403)(4,574/acre) _ $184,332.20 High Density Residential = $190 /unit
Commercial/Industrial and Other Land Uses = (Item
I.7)($1,525/Net Developable Acre)
' June 29, 2004
F: IWPWINI1565 -01 [DA -1 Trunk fee- calc.doc
M di
rM
m w, 0;
onng provided? If no, no fee required and skip Y N
to Item 2. If yes, skip to Item 3.
2. Is on -site ponding oversized at the request of the City? If
yes, skip to Section III. If no, enter $0 in Item II.5 and skip Y N
to Section V
3. Circle applicable fee scale:
a. 1 -3 lots /acre: $2,613 /acre
5.9 acres <3 lots Lac (x) $2613= $15,678
b. Greater than 3 lots /acre: $3,920 /acre
32.6 acres >3 lots /ac. (x) $3920= $127,792
c. Commercial /Industrial: $6,098 /acre
1.8 acres commercial (x) $6098= $10,976.40
TOTAL PONDING FEE TO SOUTH = $154,446.40
4. Determine Ponding Fee:
Equation: (Item I.7)(Fee scale in Item 3)= Ponding Fee
TOTAL PONDING FEE TO SOUTH = $154,446.40
- £ .
' 1. On -site storage required (cubic yards):
2. On -site storage provided (cubic yards):
' 3. Excess storage provided:
Equation: Item 3 — Item 2 = Excess cubic yards
' 4. Determine excess storage credit
Equation: (Item 4)($1 /cubic yard) = Excess storage credit
' 5. Additional land required for pond (acres):
6. Determine excess land cost credit for pond
Equation: (Item 6)($30,000 /acre) = Excess land cost
7. Determine Total Ponding Credit
' Equation: Item 4 + Item 6 = Total Ponding Credit
' June 29, 2004
F:IWPWIM1565 -012DA -1 Trunk fee- caladoc
June 29. 2004
F.IWPWIM1565 -0PDA -1 Trunk fee - calc.doc
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Development Name: Brockway Development
' Date of Plans: 5/6/04
Date of Fee Calculation: 6/14/04
1. Total site area (acres): 13.5 DA -6 if and when discharging to west in the future
' 2. Ponding area to HWL (acres): 0
Pond 1:
' Pond 2:
Pond 3:
' Total ponding area (acres): — 0
3. Floodplain area not included in ponding area (acres): 0
4. Total wetland not included in ponding or floodplain area (acres): 0
5. Public park area (acres):0
6. County and State road right -of -way area (acres): 0
7. Determine Net Developable Area:
Equation: Net Developable Area = Item 1 — Item 2 — Item 3 — Item 4 — Item 5 — Item 6
13.5 - 0- 0 -0 -0 -0 = 13.5
8. Determine Total Lateral Trunk Conveyance Fee:
8a. Fee at Time of Final Plat 8b. Fee at Time of Building Permit
' Equation: (Item I.7)($4,574 /acre) = Lateral Trunk Lateral Trunk Conveyance Fee Part 2:
Conveyance Fee Part 1
Low Density Residential = $508/lot
' (13.5)(4,574 /acre) _ $61749.00 High Density Residential = $190 /unit
Commercial/Industrial and Other Land Uses = (Item
I.7)($1,525/Net Developable Acre)
June 29, 2004
F. I WPWIM]565 -011 DA -6 Trunk fee- calc.doc
June 29, 2004
F: IWPWIM1565 -011DA -6 Trunk fee- calc.doc
IN 61
a.
RAW "fir'
1. Is off -site ponding provided? If no, no fee required and skip
N
Y
to Item 2. If yes, skip to Item 3.
2. Is on -site ponding oversized at the request of the City? If
yes, skip to Section III. If no, enter $0 in Item II.5 and skip Y
N
to Section V
3. Circle applicable fee scale:
a. 1 -3 lots /acre: $2,613 /acre
1.1 ac. <3 lots per ac. (x) $2613= $2874.30
b. Greater than 3 lots /acre: $3,920 /acre
12.4 ac. >3 lots per ac' (x) $3920 = $48608.00
c. Commercial /Industrial: $6,098 /acre
4. Determine Ponding Fee:
Equation: (Item I.7)(Fee scale in Item 3)= Ponding Fee
$51,482.30
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lIl . cable
v
Y ,� : , .
1. On-site storage required (cubic yards):
2. On -site storage provided (cubic yards):
3. Excess storage provided:
Equation: Item 3 — Item 2 = Excess cubic yards
4. Determine excess storage credit
Equation: (Item 4)($1 /cubic yard) = Excess storage credit
5. Additional land required for pond (acres):
6. Determine excess land cost credit for pond
Equation: (Item 6)($30,000 /acre) = Excess land cost
7. Determine Total Ponding Credit
Equation: Item 4 + Item 6 = Total Ponding Credit
June 29, 2004
F: IWPWIM1565 -011DA -6 Trunk fee- calc.doc
F `s � �1 y ' '�'Y' ,� u
:
`j
1. Determine total storm water ponding fee
Equation: Item II.4 — Item III.8 = Total Storm Water Ponding Fee
$47,562.31
NF
9
List any other considerations to be taken into account into the calculation of the fees:
DA -6 if off -site ponding area is available and upon City approval of plats for lots 3 -6 replacing temp. ponds
DA 5, 2A, 3, 4A, 48, 4C (15.5 total Ac.) discharge to the west but are within dedicated park and open space.
DA -6 (if and when circumstances allow) discharging west into proposed pond 1522 according to 5/6/04 drainage map
provided by Westwood.
MEMO, QiI/ It P 1 M.,
1. Determine Total Lateral Trunk Conveyance and Ponding Fee
Fee at Time of Final Plat Fee at Time of Building Permit
Equation: Item I. 8a + Item IV.1 = Total Fee at Final Plat Equation: Item I.8b = Total Fee at Building Permit
$61749.00 + $51,482.30= $113,231.30
Calculations performed by PJB Date 6/29/04
June 29, 2004
F.•IWPW1M1565 -011DA -6 Trunk fee- caladoc
' APPENDIX E
Calculation of Over - sizing Costs
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
' City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
Brockway Residential Addition
Estimated Watermain Over - sizing Costs
City of Rosemount
City Project Number: 381 WSB Project Number: 1565 -01
Item
Mn\DOT
Specification
Number
Description
Units
Estimated
Qti
uanty
Estimated
Unit Price
Total
Estimated
Trunk Cost
Total
Estimated
Lateral Cost
1
2504.602
12" Gate Valve & Box
Each
7
$1,400.00
$9,800.00
2
2504.602
16" Gate Valve & Box
Each
7
$3,560.00
$24,920.00
3
2504.602
Connect to Existing 16" Watermain
Each
1
$850.00
$850.00
4
2504.602
Connect to Existing 12" Watermain
Each
1
$600.00
$600.00
5
2504.603
12" DIP, Class 52
Lin Ft
4,222
$28.50
$120,327.00
6
2504.603
16" DIP, Class 52
Lm Ft
4,222
$32.00
$135,104.00
7
2504.604
Ductile Iron Fittings - 12"
Pound
5,900
$2.00
$11,800.00
8
2504.604
Ductile Iron Fittings - 16"
Pound
9,965
$2.00
$19,930.00
9
2550.512
Handholes
Each
10
$600.00
$6,000.00
10
2550.603
2" SCADA Conduit System
Lin Ft
4,222
$3.001
$12,666.00
Subtotal - Estimated Trunk Cost $199,470.00
Subtotal - Estimated Lateral Cost $142,527.00
Estimated Trunk Watermain Over - sizing Cost $56,943.00
Brockway Residential Addition
Estimated Sanitary Sewer Trunk Main Over - sizing Costs
City of Rosemount
City Project Number: 381
WSB Project Number: 1565 -01
Mn1DOT
Estimated
Estimated
Total
Total
Item
Specification
Description
Units
Quantity
Unit Price
Estimated
Estimated
Number
Trunk Cost
Lateral Cost
1
2503.541
21" RC Pipe Sewer, Design 3006, C1
Lin Ft
21
$50.00
$1,050.00
2
2503.541
18" PVC Pipe Sewer Design Pressure, DR 18
Lin Ft
1,566
$90.00
$140,940.00
3
2503.541
18" PVC Pipe Sewer Design Pressure, DR 25
Lin Ft
1,116
$85.00
$94,860.00
4
2503.603
10" PVC Pipe Sewer, SDR 35
Lin Ft
2,703
$22.50
1 $60,817.50
5
2506.603
Construct 48" Dia. Sanitary Sewer Manhole
Lin Ft
114.4
$100.00
$11,440.00
Subtotal - Estimated Trunk Cost
$248,290.00
Subtotal - Estimated Lateral Cost
$60,817.50
Estimated Sanitary Sewer Trunk Main Over-sizing Cost
$187,472.50
APPENDIX F
Resolution 2004 -60
Feasibility Report
Brockway Residential Addition
Street and Utility Improvements and Appurtenant Work
City Project No. 381
Rosemount, Minnesota
WSB Project No. 1565 -01
APPENDIX F
Resolution 2004 -60
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCI EETING DATE: May 4, 2004
AGENDA ITEM: Authorize Preparation of Feasibility Report -
Brockway Development, City Project #381
AGENDA SECTION:
Consent
PREPARED BY: Andrew J. Brotzler, P.E., City Engineer
p
1
D:
`�
ATTACHMENTS: Resolution
APPROVED BY:
RECOMMENDED ACTION: MOTION TO ADOPT ARESOLUTION ORDERING THE
PREPARATION OF A FEASIBILITY REPORT FOR THE BROCKWAY
DEVELOPMENT, CITY PROJECT #381.
ACTION:
BACKGROUND:
The City has been working with Contractor Property Developers Company (CPDC) for
the last six months regarding the old Brockway Glass property. This property lies north
of Connemara Trail, east of Trunk Highway 3, west of Biscayne Avenue and south of
County Road 38 (132 Street). At this time, the preliminary plat for the proposed
development is under review by the City. The developer has requested that feasibility
report be prepared to address public improvements and has deposited the necessary
funds to cover costs associated with the feasibility report.
SUMMARY:
Staff is recommending that the Council authorize the preparation of the feasibility report
for the Brockway Development, City Project #381.
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CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2004 - 60
A RESOLUTION ORDERING A FEASIBILITY REPORT FOR
THE BROCKWAY DEVELOPMENT STREET AND UTILITY IMPROVEMENTS
CITY PROJECT #381
WHEREAS, the City Council of the City of Rosemount has received a request from Contractor Property
Developers Company (CPDC) to investigate the feasibility of a preliminary plat proposed by CPDC that
is currently being reviewed by the City, and
WHEREAS, it is understood that the preparation of a feasibility report is at CPDC's request and
CPDC's expense and in no way implies or guarantees future development approval.
NOW THEREFORE BE IT RESOLVED, the Staff is directed to have the necessary feasibility report
prepared for the Brockway Development Street and Utility Improvements, City Project #381.
ADOPTED this 4` day of May, 2004.
William H. Droste, Mayor
ATTEST:
Linda Jentink, CWdlerk
Motion by: DeBettignies Second by: Riley
Voted in favor: Riley, Strayton, DeBettignies , Shoe- Corrigan, Droste
Voted against: None