HomeMy WebLinkAbout7.a. Accept Feasibility Report, Set Public Hearing for Improvements to Trunk Highway 3 from 145th Street to CSAH 42, City Project #318• CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: JANUARY 2, 2001
AGENDA ITEM: Receiving the Feasibility Report/Set Public
AGENDA SECTION:
Hearing for Improvements to Trunk Highway 3 from 145t` Street to
OLD BUSINESS
CSAH 42, City Project 318
PREPARED BY: THOMAS D. BURT, CITY ADMINISTRATOR
AG NO -:
7
i -
ATTACHMENTS: FEASIBILITY REPORT, RESOLUTION
APPROVED B
�'I
WSB & Associates have prepared a feasibility report for improvements to Highway 3 for Council consideration.
Boulevard trees and brick pavers are not included in the report. The resolution calls for a public hearing on the
project for February 6, 2001.
Staff recommends that this be discussed at a future work session to further clarify the project and reinforce
Council's vision in the plan. At that time, the financial options could also be discussed.
RECOMMENDED ACTION: Motion to adopt A RESOLUTION RECEIVING THE FEASIBILITY
REPORT /SET PUBLIC HEARING FOR IMPROVEMENTS TO TRUNK HIGHWAY 3 FROM 145
STREET TO CSAH 42, CITY PROJECT 318.
OR - -- direct this project to a work session for discussion.
COUNCIL ACTION:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2001-
A RESOLUTION RECEIVING THE FEASIBILITY REPORT/
SET PUBLIC HEARING for IMPROVEMENTS TO TRUNK HWY 3
FROM 145 STREET TO CSAH 42
CITY PROJECT 318
WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount,
Minnesota, construct certain improvements, to -wit: Trunk Highway 3 from 145 Street to CSAH
42, in the City as described in and in accordance with the feasibility report prepared by WSB &
Associates, Inc. the Interim City Engineer; and
WHEREAS, the City Council has been advised that said utility and street improvements, City
Project 318 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 December 5, 2000; and
WHEREAS, the statute provided that no improvements shall be made until the Council has held a
public hearing on such improvements following mailed notice and two publications therefore in the
official newspaper stating time and place of the hearing, the general nature of the improvement, the
estimated costs thereof, and the area proposed to be assessed, in accordance with the law.
NOW THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount, accepts
the feasibility report for City Project 318 and places it on file.
NOW THEREFORE, BE IT FURTHER RESOLVED, by the City Council of the City of
Rosemount that the public hearing shall be scheduled to consider City Project 318, Trunk Highway
3 from 145 Street to CSAH 42 to be held on Tuesday, January 16, 2000 at 7:30 p.m. or as soon
thereafter as possible, in the Council Chambers of the City Hall.
ADOPTED this 2 " day of January, 2001.
ATTEST:
Linda Jentink, City Clerk
Motion by:
Voted in favor:
Voted against: _
Member absent:
Cathy Busho, Mayor
Second by:
Trunk Highway 3
C,S,A,H, 42 to 145th Street West
Street Reconstruction, Storm Sewer,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� - Pond Construction Sanitary Sewer,
Watermain &Apurtenant Work
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Rosemount
City Project Number
318
WSB Proj. No.. 1191-201 November 21, 2000
Revised December 27, 2000
Submitted to:
City of Rosemount
2875145th Street West
Rosemount, Minnesota 55068
4150 Olson Memorial Highway
Suite 300
W SB Minneapolis, MN 55422
- 763- 5414800
do Assodmra; h= FAX 763 -541 -1700
VU 1 LwJ = W N skWIMI atowiiii t►► rdI
for the City of
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Trunk Highway 3
C.S.A.H. 42 to 145th Street West
Street Reconstruction, Storm Sewer,
Pond Construction, Sanitary Sewer,
Watermain &Appurtenant Work
Rosemount
City Project Number
318
WSB Proj. No. 1191 -201 November 21, 2000
Revised December 27, 2000
Submitted to:
City of Rosemount
2875 145th Street West
Rosemount, Minnesota 55068
t 4150 Olson Memorial Highway
Suite 300
WS AG Minneapolis, MN 55422
763 -541 -4800
' & Associates, Inc. , FAX 763 -541 -1700
r 17M TUM
for the City of
FEASIBILITY REPORT
TRUNK HIGHWAY 3
CSAH 42 TO 145 STREET WEST
STREET RECONSTRUCTION, STORM SEWER, POND CONSTRUCTION,
SANITARY SEWER, WATERMAIN AND APPURTENANT WORK
CITY OF ROSEMOUNT
CITY PROJECT NO. 318
November 21, 2000
Revised: December 27, 2000
Prepared By:
WSB & Associates, Inc.
350 Westwood Lake Office Park
8441 Wayzata Boulevard
Minneapolis, MN 55426
(763) 541 -4800
(763) 541 -1700
Feasibility Report A ®
CSAH 42 to 145` Street West WS
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201
December 27, 2000
City of Rosemount Port Authority
2875 145th Street West
Rosemount, MN 55068 -4997
Re: Feasibility Report
CSAH 42 to 145" Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer,
Watermain and Appurtenant Work
City Project No. 318
WSB Project No. 1191 -201
Dear Port Authority Members:
Transmitted herewith is the revised feasibility report which addresses improvements
' associated with the City of Rosemount's Street Reconstruction and Appurtenant Work on
TH 3 from CSAH 42 to 145`'' Street.
We would be happy to discuss this report with you at your convenience. Please don't
hesitate to contact me at (763) 541 -4800 if you have any questions regarding this report.
1 Sincerely,
' WSB & Associates, Inc.
David E. Hutton, P.E.
Project Manager
Enclosure
bba
4150 Olson'
Suite 300
Minneapo i x
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 registered
professional engineer under the laws of the State of Minnesota.
Date. December 27, 2000
Reg. No. 19133
Feasibility Report A ®
CSAH 42 to 145"' Street West WS®
Street Reconstruction, Storin Sewer, Pond Construction, Sanitary Server, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201
David E. Hutton, P.E.
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ................ ............................... 1
• 145 " Street to Lower 147 " Street 1
• Lower 147 " Street to South of CSAH 42 1
2. INTRODUCTION ........................ ..............................2
3. EXISTING CONDITIONS ................ ............................... 3
4. PROPOSED IMPROVEMENTS ........... ............................... 4
4.1 Street 4
4.2 Storm Sewer & Pond Construction 4
4.3 Sanitary Sewer 5
4.4 Watermain 5
4.5 Signals 6
4.6 Sidewalk and Streetscape 6
4.7 NSP 6
4.8 Easements, Right -of -Way and Land Pond Acquisition 6
4.9 Access Modifications 7
5. FINANCING ............................ ..............................8
5.1 Opinion of Cost 8
5.2 Funding Options 8
6. PROJECT SCHEDULE ................. ............................... 11
7. FEASIBILITY AND RECOMMENDATION .............................. 12
APPENDIX A .................................. .............................13
Figures
APPENDIXB .................................. .............................25
Detailed Opinion of Cost
APPENDIXC .................................. .............................30
Special Assessment Calculations and Estimated Assessment Roll
APPENDIX D .................................. .............................31
Mn /DOT Cooperative Agreement Submittal
Feasibility Report A
CSAH 42 to 145' Street West WSB
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318 &A--1 ""
WSB Project No. 1191 -101
1. EXECUTIVE SUMMARY
City Project No. 318 includes improvements adjacent to Trunk Highway (TH) 3 from the
south side of CSAH 42 to the north side of 145`" Street West. The project location is shown
on Figure 1.
The project consists of two segments:
' 145 Street to Lower 147t Street
' This segment consists of a mill and overlay project. Some new storm sewer will be
installed and a small section of watermain will be replaced.
' Lower 147 Street to South of CSAH 42
' This segment consists of complete street reconstruction. The existing ditches will be
replaced with storm sewers and curb and gutter. Additional right turn lanes will be
installed at CSAH 42. Some watermain and sanitary sewer will be replaced in this
segment.
Also included in both segments are two electrical items under separate contract by NSP,
' namely, the burying of all overhead lines and the addition of decorative street lights.
n
The estimated project costs with all the improvements outlined in this report is $3,475,000
which includes a 10% contingency and 30% indirect costs. Funding for the project would
be provided by a combination of special assessments, core utility funds and general tax levy.
Funding from Mn/DOT through their Cooperative Agreement Program may also be
available.
The project can be completed in one construction period or spread out over two years
depending on financing and Mn/DOT funding.
This project is feasible, necessary, and cost - effective from an engineering standpoint, and
should be constructed as proposed herein.
Feasibility Report
South of CSAH 42 to 145 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201
i
Page 1
2. INTRODUCTION
' The Rosemount Port Authority and City Council authorized preparation of an engineering
feasibility report to address the project costs and issues associated with the Street
' Reconstruction Project on Trunk Highway (TH) 3 from the south side of CSAH 42 to the
north side of 145`' Street. The improvements includes complete reconstruction of TH 3 south
of lower 147` Street West, a mill and overlay of TH 3, from Lower 147` Street West to the
north side of 145` Street West, and construction of concrete sidewalks with brick pavers,
concrete curb and gutter, storm sewer, pond construction, sanitary sewer, watermain,
ornamental street lighting with buried electrical cable, landscaping and appurtenant work.
This project has been designated as City Project No. 318.
' The general concepts proposed to be included with the improvements were developed by the
City in the Summer of 1999 as part of the Commercial Area Design and Enhancement Plan.
The primary goal of the plan was to strengthen the City's core commercial area by enhancing
' the TH 3 corridor, as well as other areas, through the addition of decorative lighting and
streetscape elements.
' In 2000, Phase I of the project was completed from 143 to 145` Street, using similar
concepts and streetscape elements.
' This project is considered Phase II and will complete the Commercial Area Enhancement
Plan to improve the image of the TH 3 corridor through downtown Rosemount.
Feasibility Report
South of CSAH 42 to 145 " Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Water ►Hain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 2
3. EXISTING CONDITIONS
TH 3 from 145" Street to CSAH 42 is a two -lane highway with a center dual left turn lane
or essentially a three -lane highway.
The segment from 145`" Street to Lower 147`" Street is a urban street section with curb and
gutter, storm sewers, sidewalks and existing utilities.
The segment from Lower 147" Street to CSAH 42 is a rural section with gravel shoulders
and ditches. Because there is no curb and gutter, many of the business have continuous
access to TH 3 across their property. Their are no sidewalks or pedestrian facilities.
There are existing overhead power lines and the standard cobra style street lights on tall,
wooden poles.
' The land use adjacent to the project is predominantly commercial. There is a large vacant
property in the northwest quadrant of CSAH 42 and TH 3. The railroad right -of -way abuts
TH 3 right -of -way on the east side of the highway for the southern portion of the project.
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Feasibility Report
' South of CSAH 42 to 145" Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 3
4. PROPOSED IMPROVEMENTS
4.1 Street (See Figures 2, 3, 7, 8 and 9)
Modifications will be made to TH 3 from Lower 147' Street West to the north side of
145" Street West to accommodate the placement of sidewalks, streetscape elements and
eliminate and combine driveway entrances onto TH 3. The existing concrete curb and gutter
will be removed and replaced with new B624 curb and gutter. A 2 -foot section of the
bituminous street will be removed on each side of TH 3 to accommodate curb replacement.
Concrete aprons will be constructed at all new driveway locations. Once all other
improvements are completed, TH 3 will be milled to accommodate a 2 -inch (2 ") overlay.
The portion of TH 3 lying south of Lower 147' Street West to CSAH 42 will be completely
reconstructed with 6" bituminous pavement on 10" Class 5 Aggregate Base (100% Crushed
Limestone) and B624 curb and gutter. Additionally, based on soil borings taken, a 2 -foot
subcut will be required and replaced with 2 -foot granular material (sand).
Right turn lanes at the intersection of TH 3 and CSAH 42 will be constructed, two on TH 3
t and two on CSAH 42 (Figures 4 and 5).
' The existing parking lot and footage road area in the Southwest Quadrant of Lower
147' Street West and TH 3 will be reconstructed with new B618 curb and gutter and
driveway relocations. An additional 10 -foot wide right -of -way will have to be obtained on
' the south side of CSAH 42 West of TH 3 for the construction of a right -turn lane and
reconstruction of bituminous path.
It is proposed that several access modifications will be made as part of the project for safety
and traffic considerations (see Section 3.9).
' 4.2 Storm Sewer & Pond Construction (see Figures 6, 7, 8 and 9)
The TH 3 project is currently served with storm sewer at the intersections of CSAH 42,
' Lower 147" Street West and 145' Street West.
A. Overlay Segment -- 145" to Lower 147th
It is proposed to install a 15 -inch (15 ") storm sewer approximately 120 feet south of
1 145'" Street on the east side to connect roof drains that outlet into existing curb. An 18"
storm sewer will be constructed from existing 18" stub north of Lower 147' Street West
north to approximately 110 -feet north of 146' Street West to connect roof drains that outlet
into existing curb. Two 15" storm sewer crossings are proposed on TH 3 for the drainage
from street and parking lot areas on the west side of TH 3.
Feasibility Report
South of CSAH 42 to 149" Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
' WSB Project No. 1191 -201 Page 4
1
B. Reconstruction Segment -- Lower 147" to CSAH 42
There are two storm sewer systems proposed in the reconstruction segment. The northern
segment consists of a proposed 18 -inch through 27 -inch storm sewer on TH 3 from
approximately 550 -feet south of Lower 147 Street West to the existing 27 -inch storm sewer
stub south of Lower 147" Street West.
The southern segment consists of an 18 -inch through 33 -inch storm sewer from
approximately 800 feet south of Lower 147`' Street West to the north side of CSAH 42. The
proposed 33 -inch storm sewer proceeds west along the north side of CSAH 42 to a new
7.8 acre -ft pond to be constructed on the north side of CSAH 42 approximately 400 -feet west
of the intersection of CSAH 42 and TH 3. The pond will outlet to the existing 27 -inch storm
sewer in CSAH 42.
A 20 foot permanent easement will need to be acquired north of the north right -of -way of
CSAH 42 West approximately 200 feet, from the west right -of -way of TH 3.
An approximate 2.5 acre parcel will have to be acquired in the Northwest Quadrant of TH 3
and CSAH 42 for ponding area.
4.3 Sanitary Sewer (Figure 10)
A section of approximately 605 feet of existing 8 -inch VCP (clay) pipe and two manholes
will be replaced with new 8 -inch PVC and two new manholes. Also new 8 -inch x 6 -inch
PVC wyes and 6 -inch PVC services will be replaced as required south of Lower 147 ' Street
on the east side of TH 3.
4.4 Watermain(See Figure 11)
A section of approximately 280 feet of existing 6 -inch watermain will be replaced with 8-
inch watermain north of Lower 147' Street West of the west side of TH 3.
A section of approximately 650 feet of existing 6 -inch watermain will be replaced with 12-
inch watermain south of Lower 147" Street West on the west side of TH 3.
Also a section of approximately 650 feet of 8 -inch and 12 -inch watermain will have to be
lowered because of the change in street grade south of Lower 147 Street West on the west
side of TH 3.
Feasibility Report
South of CSAH 42 to 145' Street West
Street Reconstruction, Storni Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201
Page 5
4.5 Signals
The existing signal system at CSAH 42 and at 145` Street West will be replaced if required.
Mn/DOT will verify whether the complete system needs replacement or if only portions will
need replacement.
The railroad signal in the Northeast Quadrant of CSAH 42 and Chicago, Milwaukee, St. Paul
' and Pacific Railroad may need to be relocated to construct right -turn lane on CSAH 42. As
part of the final design, this issue will need to be resolved.
' 4.6 Sidewalk (See Figures 2, 3, 7, 8 and 9)
' A 6 -foot concrete walk shall be constructed on both sides of TH 3 from CSAH 42 to 145'
Street West.
' 4.7 NSP (See Figures 7, 8 and 9)
Decorative street lights are recommended to be constructed on each side of TH 3 from CSAH
' 42 to 145'' Street West. The overhead electrical service will be buried along TH 3 at this
time also. This work shall all be completed by NSP. The costs in this report are rough
estimates. NSP has been contacted to provide the City with a more detail /cost estimate.
4.8 Easements, Right -of -Way and Land Pond Acquisition (See Figures 4, 5 and 6)
A 10 -foot additional right -of -way acquisition will be required on the south side of CSAH 42
west of TH 3. For an approximate distance of 480 -feet.
' A 20 -foot permanent easement for storm sewer will be required on the north side of
CSAH 42 west of TH 3 for an approximate distance of 200 feet.
An approximate area of 2.5 acres will be required for ponding area in Northwest Quadrant
of CSAH 42 and TH 3. This acquisition could be at the west side of this parcel as shown on
Figure 6 or on the south side of this parcel as desired.
Feasibility Report
South of CSAH 42 to 145' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watern:ain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 6
4.9 Access Modifications
' As part of this project, a number of accesses will be consolidated or closed to improve safety
and traffic flow. The City of Rosemount commissioned a parking study in June, 2000 to
determine any potential impacts on off - street parking lots downtown as a result of any access
modifications. This study went through an extensive public input process including several
open houses and individual property owner meetings. The final layout reflects the final
' access modifications as approved by the Port Authority and City Council. The completed
parking lot report was previously submitted to the City under separate cover.
1:
Feasibility Report
South of CSAH 42 to 145 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page i
5. FINANCING
5.1 Opinion of Cost
Detailed cost opinions can be found in Appendix B of this report. The opinions of cost
incorporate 2000 construction costs and include a 10% continency factor and related indirect
costs. The indirect costs are estimated at 30% and include legal, engineering, administrative,
and financing items. No indirect costs were included for the street lighting and cable burial
since NSP would do the design of these items. A summary of the project costs is as follows:
In addition to these costs, there will be the need to acquire the 2.5 acre ponding site. Assuming
$3.00 per square -foot, the land acquisition costs will be around $325,000.
5.2 Funding Options
A. Special Assessments
The pavement, base and curb and gutter portion of the project may be partially
funded by special assessments.
Feasibility Report
South of CSAH 42 to 145' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
{i Project No. 1191 -201
Page 8
Description
Total Amount
Overlay Seg-
ment (145`h to
Lower 147th)
Reconstruct
Segment (Lower
147" to CSAH 42)
1.
Pavement, Base and Curb
$1,584,000
$318,000
$1,266,000
and Gutter
2.
Storm Sewer, Pond Excava-
$320,000
$48,000
$272,000
tion
3.
Watermain
$182,500
$7,500
$175,000
4.
Sanitary Sewer
$32,000
$0
$32,000
5.
Signals
$536,000
$214,500
$321,500
6.
Sidewalk
$96,000
$31,000
$65,000
7.
NSP
$511,500
$150,000
$361,500
Total
$3,262,000
$769,000
$2,493,000
In addition to these costs, there will be the need to acquire the 2.5 acre ponding site. Assuming
$3.00 per square -foot, the land acquisition costs will be around $325,000.
5.2 Funding Options
A. Special Assessments
The pavement, base and curb and gutter portion of the project may be partially
funded by special assessments.
Feasibility Report
South of CSAH 42 to 145' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
{i Project No. 1191 -201
Page 8
1
1. Overlay Segment
Current City policy require structural overlays to be assessed at a rate of 35% of the
project cost. Using this formula, the assessment rate would be approximately $66 per
front foot.
2. Reconstruction Segment
Per City policy, a front foot assessment rate is established by the City Council
annually. The current assessment rate for commercial properties is $82.16 per front
foot.
B. Core Funds
Core funds will be used to fund all sanitary sewer and watermain replacements, along with
any new storm sewer installations.
C. Traffic Signal Funding
Per existing State and County policies, a portion of the two signals at 145t Street and
CSAH 42 will be funded by the Mn/DOT and Dakota County. At 145th, the City will be
responsible for 50% of the signal. At CSAH 42, the City will be responsible for 45% of the
County's share of the signal (50 %).
D. Non - Assessed Funds
All remaining costs will be funded by General City Revenues, either as property taxes,
franchise fees or other funding sources.
E. Cooperative Agreement Funds -- Mn/DOT
The City has applied for Mn/DOT Cooperative Agreement Funds for this project. The
' maximum amount that can be received is $500,000 per project. For purposes of this funding
analysis, this report assumes that the City will only receive half of that amount or $250,000.
Feasibility Report
' South of CSAH 42 to 145 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201
Page 9
F. Summary
The estimated funding source for each item of the project is as follows:
It should be pointed out that of the total project costs of 3.8 million, only items 7 and 8 are (totaling
$725,000) not considered basic infrastructure replacement costs.
The City's Finance Department and Financial Advisors should review these funding sources and
fund balances to determine if they can absorb these costs, as well as identify the appropriate funding
sources to fund the non - assessed amounts.
An estimated assessment roll is included in Appendix B.
Feasibility Report
South of CSAH 42 to 145 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 10
Item Assessments
Non-
Assessed
Core
Funds
Mn/DOT
Dakota
County
Totals
1.
Pavement,
$250,000
Base, Curb and $325,000
$1,009,000
(assumed)
$1,584,000
Gutter
2.
Storm Sewer,
$320,000
$320,000
Pond
3.
Watermain
$182,500
$182,500
4.
Sanitary Sewer
$32,000
$32,000
5.
Signals
$262,500 !
$214,500
$59,000
$536,000
6.
Sidewalk
$96,000
$96,000
7.
NSP
$511,500
$511,500
8.
Land Acquisi-
$325,000
$325,000
tion for Pond
Totals ' $325,000
$1,879,000
$859,500 '��
$464,500
$59,000
$3,587,000
It should be pointed out that of the total project costs of 3.8 million, only items 7 and 8 are (totaling
$725,000) not considered basic infrastructure replacement costs.
The City's Finance Department and Financial Advisors should review these funding sources and
fund balances to determine if they can absorb these costs, as well as identify the appropriate funding
sources to fund the non - assessed amounts.
An estimated assessment roll is included in Appendix B.
Feasibility Report
South of CSAH 42 to 145 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 10
6. PROJECT SCHEDULE
(This schedule is based on the City completing the project in two phases rather than one.)
Submit Proposal to City for Review .......................... November 10, 2000
Accept Feasibility Report and Order Hearing .................... December 5, 2000
Public Hearing to Order Plans and Specifications .................. January 16, 2001
Design Completed -- Phase 1 ....... ............................... April, 2001
Mn/DOT Cooperative Agreement Award ............................ April, 2001
Prepare Cooperative Agreement .............................. July- August, 2001
Bid Phase I (Overlay) ........ ............................... September, 2001
NSP Undergrounding, Decorative Lighting & Buried Cable . September- October, 2001
Complete Phase I ............ ............................... November, 2001
Design Phase II ......... ............................... January - March, 2002
Bid Phase II (Reconstruction) ...... ............................... April, 2002
Construct Phase II ....... ............................... May- November, 2002
Feasibility Report
South of CSAH 42 to 145 ' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
PPSB Project No. 1191 -201
Page 11
7. FEASIBILITY AND RECOMMENDATION
This project is consistent with the goals of the Commercial Area Design and Enhancement
Plan. The work consists of new pavement, sidewalk, curb, storm sewers, and replacement
of portions of sanitary sewer and watermain. The project is a continuation of Phase I,
between 143" and 147"' Street, which was constructed in 2000.
This project is feasible, necessary and cost - effective from an engineering viewpoint. A
financial analysis should be done to determine the adequacy of all fund balances and the net
impact on the overall City tax rate.
Feasibility Report
South of CSAH 42 to 145 ' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 12
APPENDIX A
Figures
Feasibility Report
' South of CSAH 42 to 145' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 13
3
42
74'
12' 6'
Walk
i
14'
-I-
12' 13'
Right
Turn Lane
VARIES
Center Two Way
Left Turn Lane
2�1/2" r Trees with Grates J
Separate Contract
Brick Pavers
Separate Contract
Thru Lane
12'
Thru Lane
5'
Shldr
2' 6' 2'
Walk T'
T624 B624
56' Face to Face
Proposed
(Lower 147th Street to CSAH 42)
Not to Scale
21/2" Trees with Grates
Separate Contract
Brick Pavers
Separate Contract
Street Reconstruction Storm Sewer Pond Construction, WSB Project No. 1191 -201 Date: November 21, 2000
4150 Olson Memorial Highway f f
n Suite soo City Project No. 318
WSB Minneapolis, MN 55422 Sanitary Sewer, and Watermain Construction
7e',3.-541-4800 Typical Section
& A— FAX '� �' HI
� ��°° TRUNK GHWAY 3
Rosemount, Minnesota Figure Number 2
M M IIIIIIIIIIIIIIIIN M IIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIN r M
0.835'
6'
Walk
Building ' d
2 1/2" Trees with Grates —'
Separate Contract
Brick Pavers
Separate Contract
66' R/W
2' 5' 12' 13' 12'
47' Face to Face
Proposed
(W. 145th Street to Lower 147th Street)
Not to Scale
Note:
Sidewalks will be replaced
to the buildings in areas the
existing walks are greater
than 8' wide.
4150 Olson Memorial Highway
Suite 300
D /A /�B Minneapolis, MN 55422
�/- 763 - 5414800
& Assoc•iutes, !nc FAX 763-5591 -1700
Street Reconstruction, Storm Sewer, Pond Construction,
Sanitary Sewer, a nd Watermain Construction
TRUNK HIGHWAY 3
Rosemount, Minnesota
5'
2 1/2" Trees with Grates
Separate Contract
Brick Pavers
Separate Contract
WSB Project No. 1191 -201 Date: November 21, 2000
City Project No. 318
Typical Section
Figure Number 3
5' 2' F'
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164541 and Watcrmain Construction Right Turn Lanes @ CR42
F 76454, -, oo TRUNK HIGHWAY 3
Figure Number 4
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Minneapolis, MN 55422 s f
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763 -54, -1700 TRUNK HIGHWAY 3
Figure Number 5
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Street Reconstruction, Storm Sewer, Pond Construction,
Sanitary Sewer, and Watermain Construction
TRUNK 1HGHWAY 3
Rosemount, Minnesota
WSB Project No. 1191 -201 Date: November 21, 2000
City Project No. 318
Proposed Stormwater Pond
Figure Number 6 i
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Rosemount, Minnesota
WSB Project No. 1191 -201 Date: November 21, 2000
City Project No. 318
Proposed Street & Storm Sewer
Figure Number 7
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& Associates, Inc. FAX 763511 -1700 TRUNK HIGHWAY 3
Rosemount, Minnesota
WSB Project No. 1191.201 Date: November 21, 2000
City Project No. 318
Proposed Street & Storm Sewer
Figure Number 8
- 4150 Olson Memorial Highway street reconstruction, dorm sewer, rona t- onstrumon,
n ��+� $ O 1 e 300
Minneapolis, MN 55422 ry f S anity Sewer, and Watermain Construction
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FAX 763541 -1700 TRUNK HIGHWAY 3
Rosemount, Minnesota
City Project No. 318
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Figure Number 9
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763 - 541-4900
FAX 763541 -1700 TRUNK HIGHWAY 3
Rosemount, Minnesota
WSB Project No. 1191 -201 Date: November 21, 2000
Co Prajed No. 318
Proposed Sanitary Sewer
Figure Number 10
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TRUNK HIGHWAY 3
Rosemount, Minnesota
WSBProjectNo. 1191 -201 Date: November 21, 2000
City Project No. 318
Proposed Watermain
Figure Number 11
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4150 Olson Memorial Highway
Suite 300
WSB Minneapolis,
MN 55422
-
763-591 -4800
& Associates, /nc.
FAX 763-541 -1700
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Sanitary Sewer, and Watermain Construction
TRUNK HIGHWAY 3
Rosemount, Minnesota
WSB Project No. 1191 -201 Date November 21, 2000
City Projed No. 318
Property Frontages
Figure Number 13
1
1
APPENDIX B
Detailed Opinion of Cost
Feasibility Report
' South of CSAH42 to 145' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 25
12/27/002:41 PM
1
M:\ 1191- 201 \excel \CostOpinionFeas.xls
i
1
12/27/002:41 PM
Item No.
Description
Unit
Unit Cost
TOTAL
145TH - LOWER
LOWER 147TH TO CSAR 42
ROADWAY
ROADWAY
I STORM SEWER
WATERMAIN
SANITARY SEWER
Quantity Cost
Quantity Cost
Quantity Cost
Quantity Cost
Quantity Cost
Quantity Cost
SECTION B - CURBING
45
REMOVE CURB AND GUTTER
LIN FT
52.00
2700.00
$5,400.00
1980
$3,960.00
720
$1,440.00
46
CONCRETE CURB & GUTTER DESIGN B618
LIN FT
$7.00
1500.00
$10,500.00
1500
$10,500.00
47
CONCRETE CURB & GUTTER DESIGN B624
LIN FT
$8.00
1 6180.00
$49,440.00
1980
$15,840.00
4200
$33,600.00
48
PPEDESTRLAN CURB RAMP
EACH
$150.00
1 16.00
52,400.00
6
$900.00
10
$1,500.00
Sub -Total $67,740.00 $20,700.00 $47,040.00
10% Contingency $6,774.00 $2,070.00 $4,704.00
Sub -Total $74,514.00 $22,770.00 $51,744.00
30% Indirect $22,354.00 56,831.00 $15,523.00
Total r - 796 - 86 - 8. 7 00 - 1 $29,60100 567,267.00
SECTION C - STORM SEWER
49
SALVAGE CASTING
EACH
$100.00
5.00
$500.00
5.00
$500.00
50
12" RC PIPE APRON W/ TRAGH GUARD
EACH
$350.00
100
$350.00
1.00
$350.00
51
18" RC PIPE APRON W/ TRAGH GUARD
EACH
$900.00
1.00
$900.00
1.00
$900.00
52
33" RC PIPE APRON W/ TRASH GUARD
EACH
$1,500.00
1.00
$1,500.00
1.00
$1,500.00
53
12" RC PIPE SEWER DESIGN 3006 CL V.
LIN FT
$20.00
80.00
$1,600.00
80.00
$1,600.00
54
15" RC PIPE SEWER DESIGN 3006 CL V
LIN FT
$22.00
930.00
$20,460.00
260.00
$5,720.00
670.00
$14,740.00
55
18" RC PIPE SEWER DESIGN 3006 CL 117
LIN FT
$25.00
940.00
$23,500.00
550.00
$13,750.00
390.00
$9,750.00
56
21" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$28.00
120.00
$3,360.00
120.00
$3,360.00
57
24" RC PIPE SEWER DESIGN 3006 CL III
LIN FT
$31.00
120.00
$3,720.00
120.00
$3,720,00 -
`
58
27" RC PIPE SEWER DESIGN 3006 CL 11
LIN FT
$34.00
95.00
$3,230.00
95.00
$3,230.00
59
30" RC PIPE SEWER DESIGN 3006 CL II
LIN FT
$40.00
300.00
$12,000.00
300.00
$12,000.00
60
33" RC PIPE SEWER DESIGN 3006 CL 11
LIN FT
$45.00
600.00
$27,000.00
600.00
$27,000.00
61
CONNECT TO EXISTING STORM SEWER
EACH
$500.00
8.00
$4,000.00
3,00
$1,500.00
5.00_
$2,500.00
62
CONNECT TO EXISTING MANHOLES
EACH
$750.00
1.00
$750.00
1.00
$750.00
63
CONST DRAINAGE STRUCTURE DES 4811020
LIN FT
$160.00
60.00
$9,600.00
30.00
$4,800.00
30,00
$4,800.00
64
CONST DRAINAGE STRUCTURE DES 54 -4020
LIN FT
$190.00
15.00
$2,850.00
15.00
$2,850.00
65
CONST DRAINAGE STRUCTURE DES 60 -4020
LIN FT
$230.00
13.00
$2,990.00
13.00
$2,990.00
66
CONST DRAINAGE STRUCTURE DES 72 -4020
LIN FT
$280.00
40.00
$11,200.00
40.00
$11,200.00
67
CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1
EACH
$900.00
26.00
$23,400.00
7.00
$6,300.00
19.00
$17,100.00
68
RECONSTRUCT DRAINAGE STRUCTURE
LIN FT
$200.00
10.00
$2,000.00
10.00
$2,000.00
69
SKIMMER
EACH
$2,500.00
1.00
$2,500.00
1.00
$2,500.00
70
POND EXCAVATION
CU YD
$2.00
28600.00
$57,200.00
28600.00
$57,200.00
71
CASTING ASSEMBLY
EACH
$300.00
21.00
$6,300.00
4.00
$1,200.00
17.00
$5,100.00
72 INSTALL
CASTING
EACH
$100
3.00
$300.00
3.00
$300.00
73 1RANDOM
RIPRAP CLASS III
CU YD 1
$60
13.00
$780.00
1
13.00
$780.00
74 JBAIECHECK
EACH
$7.00
50.00
$350.00
50.00
$350,00
75 ISILT
FENCE, TYPE HEAVY DUTY
LIN FT
$3.00
500.00
$1,500.00
500.00
$1,500.00
Sub -Total $223,840.00 $33,270.00 $190,570.00
10% Contingency $22,384.00 $3,327.00 519,057.00
Sub -Total $246,224.00 $36,597.00 $209,627.00
30% Indirect $73,867.00 $10,979.00 $62,888.00
Total $320,0910 7,576.00 ® 7272,515.00
2
M: \1191 -201 \excel \CostOpinionFeas.xls
12/27/002:41 PM
3
M:\1 191-201 \excel \CostOpinionFeas.xls
Item No.
Description
Unit
Unit Cost
TOTAL
145TH - LOWER 147TH
LOWER 147TH TO CSAH 42
ROADWAY
ROADWAY
STORM SEWER
WATERMA
IIV
SANITARY SEWER
Quantity Coat
Quantity Cost
Quantity
Cost
Quantity
Cost
Quantity
ty
Cost
Quantity Cost
SECTION G - SIDEWALK
102
4" CONCRETE WALK
SQ FT
$2.00
30700.00
$61,400.00
10700.00
$21,400.00
20000.00
$40,000.00
I03
3" BITUMINOUS WALK
SQ FT
$1.30
3900.00
$5,070.00
3900.00
$5,070.00
Sub -Total $66,470.00
$21,400.00
$45,070.00
10% Contingency $6,647.00
$2,140.00
$4,507.00
Sub -Total $73,117.00
$23,540.00
$49,577.00
30% Indirect $21,935.00
$7,062.00
$14,873.00
Total 795,052.00 $30,602.00 1 r -- $6 - 445 - 00 - 0 — 1
SECTION I - NSP
104
DECORATIVE STREET LIGHT
EACH
$4,500.00
70.00
$315,000.00
22.00
$99,000.00
48.00
$216,000.00
105 IBURIED
ELECTRIC CABLE
LUMP SUM
$150,000.00
1.00
$150,000.00
0.25
$37,500.00
0.75
$112,500.00
Sub -Total $465,000.00
$136,500.00
$328,500.00
10% Contingency $46,500.00
$13,650.00
$32,850.00
Total $511,500.00
$150,150.00
$361,350.00
- SUNEMLARY
Grand Total $3,261,007.00
$767,970.00
$2,013,651:00 $272,515.00 175,361.00 $31,511.00
Total (147th to CSAH 42)
2.493.038
12/27/002:41 PM 4 M: \1191- 201 \excel \CostOpinionFeas.xls
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
APPENDIX C
Special Assessment Calculations and Estimated Assessment Roll
Feasibility Report
South of CSAH 42 to 149 Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 30
A. OVERLAY SEGMENT -- 35% ASSESSED
B. RECONSTRUCTION SEGMENT --FRONT
FOOT
RATE ESTABLISHED BY COUNCIL
CURRENT RATE -- $82.16/FF
B. RECONSTRUCTION SEGMENT
C. IF NEW SIDEWALK ASSESSED
M: \1191- 201 \EXCEL\Assessment Ratesxls\Assess Rates
1675 LF
2630 LF
$111,300
$216,000
$111,300/1675 LF = $66.45/FF
$216,000/2630 LF = $82 /FF
$64,450/2630 LF = $24.50 /FF
TH 3 - FUNDING PLAN - OVERLAY SEGMENT -145TH TO LOWER 147TH
TOTALS $867,550 $111,300 $594,200' $54,800 $107,250
M: \1191- 201 \EXCEL\Assessment Rates.xls \Overlay Segment
ITEM
TOTAL COST
ASSESSED .35%
NON - ASSESSED ''
CORE FUNDS MNIDOT
A.
ROADWAY
$288,300
$100,900
$187,400]
B.
CURB & GUTTER
$29,6001
$10,400
$19,2001
C.
STORM SEWER
$47,6001
I
$47,600.
D.
WATERMAIN
$7,2001
I
$7,200
E.
SANITARY
$0
$0,
F.
SIGNALS
$214,500
$107,250
$107,250
G.
SIDEWALK
$30,600
$30,600
H.
STREETSCAPE
$99,600
I
$99,600
I.
NSP (LIGHTS UNDERGROUND)
$150,150
$150,150
TOTALS $867,550 $111,300 $594,200' $54,800 $107,250
M: \1191- 201 \EXCEL\Assessment Rates.xls \Overlay Segment
' TH 3 -- FUNDING PLAN -- RECONSTRUCTION SEGMENT -- LOWER 147TH TO CSAH 42
- -- ITEM
TOTAL COST I ASSESSED NON- ASSESSED I CORE FUNDS MN /DOT COUNTY
■
ROADWAY
$1,200,000
' A.
B.
CURB & GUTTER
$67,300
STORM SEWER
$272,500
' C.
D.
WATERMAIN
$175,400
E.
SANITARY
$31,500
' F.
SIGNALS
$321,750
G.
SIDEWALK
$64,450
H.
STREETSCAPE
$113,300
I.
NSP (LIGHTS, UNDERGROUND
$361,350
' TOTALS
$2,607,550
$216,000
$984,000
$67,300
$272,5001
$175,400.
$31,500
$155,550* $107,250;
I
$64,450
$113,300
$361,350
$58,c
1 $107
M:11191- 2011EXCEL\Assessment Rates.xls \Reconstruction Segment
D
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u
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v
0
1
TH 3 -- PROPOSED ASSESSME?
145TH STREET TO LOWER 1477
TAXPIN
NAME 3NTAGE
ASSESSMENT
$66.45/FF
3464650014011
ROSEMOUNT PLAZA CO
24.301
$
1,614.74
346465001301
STEVEN D NIELSEN
140.00
$
9,303.00
340370001032
JAMES H & WILLIAM H GERAGi_
121.30
$
8,060.39
340370002032
ROBERT R & JEANNE BOCHE
27.50
$
1,827.38
340370001049
E & E ENTERPRISESINC
28.70
$
1,907.12
346465001201
ROSEMOUNT PLAZA CO
55.00
$
3,654.75
340370001050
E & E ENTERPRISESINC
27.50
$
1,827.38
340370002048
E & E ENTERPRISESINC
55.00
$
3,654.75
346465101001
ROSEMOUNT PLAZA CO
35.00
$
2,325.75
346465102001
DUANE L BERGH
130.00
$
8,638.50
340370001051
E & E ENT ERPRISESINC
55.00
$
3,654.75
340370001052
E & E ENTERPRISESINC
55.00
$
3,654.75
340370001053
E & E ENTERPRISESI
15.00
$
996.75
340370001054
FRANCIS C & PATRICIA DOLED:
DONALD A RATZLAFF
121.00,$
165.00
8,040.45
346480007003
$
10,964.25
340370001155
FRANCIS C & PATRICIA DOLEJ;_
2.50
$
166.13
340370005161
HIGHWAY 3 PROPERTIES LLP
ROSEMOUNT SAW & TOOL CO
_162.50
55.00
$
10,798.13
346480004003
$
3,654.75
346480003003
KURT WALTER HANSEN
GARY THORSON
KURT WALTER - HANSEN
55.00
55.00
55.00
$
3,654.75
340370001058
$
3,654.75
346480002003
$
3,654.75
3403700010601
LEO W & ALGENA D LUND
145.50
$
9,668.48
3464800010031
KURT WALTER HANSEN
88.00
1673.80
$
5,847.60
$
111,224.01
LOWER 147TH STREET TO CSAF
$82.16/FF
340370001063
FLUEGEL ELEVATOR INC
JOHN F RYAN LIVING TRUST
CHARLES NOVAK ARCHITECT
243.35
282.20
98.50
$
19,993.64
340380013014
$
23,185.55
340370001062
$
8,092.76
342485001001
JOHN F & MARGIE M RYAN _290.00
ARLYN B & JOANNE J COPE
196.00
$
23,826.40
340370002062
$
16,103.36
340370003062
CONVENIENCE STOREINVESTN
360.00
$
29,577.60
342485002001
DAVID LAWSON
162.90
$
13,383.86
342485003001
STEPHEN JENSEN _399.00
$
32,781.84
344745066000
LEO LUND _567.50
$
46,625.80
1489.40
$
213,570.81
1
1
1
1
1
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APPENDIX D
Mn/DOT Cooperative Agreement Submittal
Feasibility Report
South of CSAH 42 to 145 "' Street West
Street Reconstruction, Storm Sewer, Pond Construction, Sanitary Sewer, Watermain and Appurtenant Work
City of Rosemount Project No. 318
WSB Project No. 1191 -201 Page 31
' October 16, 2000
Mr. Kevin Hogland, P.E.
Minnesota Department of Transportation
Cooperative Agreements
1500 West County Road B2
' Roseville, Minnesota 55113
Re: Fiscal Year 2002 Municipal Agreement Program
TH 3 Project Phase li - 145t Street to CSAH 42
WSB Project No. 1191 -201
t Dear Mr. Hogland:
The City of Rosemount is requesting that the TH 3 project between 145 Street and CSAH 42 be formally
considered for the FY 2002 Municipal Agreement Program. This would be an extension of the previously -
approved project being constructed this year.
' The preliminary layout was submitted to you on September 19, 2000 for distribution to various Mn/DOT
functional groups for review and comment. Upon discussing the proposed project with Mn/DOT staff,
issues that came up that need to be researched and addressed include, but are not limited to, drainage,
pavement condition, materials, traffic, accidents, access, and necessary improvements to the existing signals
at 145t' and CSAH 42. We are prepared to modify the layout upon receipt of any comments by Mn/DOT.
Since the �Y relimin layout was submitted to Mn/DOT, the City Council has modified the layout slightly.
p
On October 3, 2000, the City Council unanimously approved of the layout and directed WSB to complete
a feasibility study on the project, along with formally applying to Mn/DOT for Cooperative Agreement
Funding. Attached are eight copies of the final approved layout for your distribution and comment.
Based on Mn/DOT data, the 1998 ADT on this portion of TH 3 is 11,500. With a 20 -year expected growth
factor of 2.5 %, the 2018 ADT is estimated at 28,750: The three -year crash data averages (1997 -1999) are
2.32 for the crash rate and 3.97 for the severity rate.
I
0
1
8441 Wayzata Boulevard, Suite 350
B.A. Mittelsteadt, P.E.
W SB Bret
,
Minneapolis, MIDI 55426
A. Weiss, P.E.
peter R. Willenbrin P
Donald W. Sterna, P.E.
ENU 4
tel: 763 -541 -4800
Ronald B. Bray P.E.
& Associates, Inca
fax: 763 -541 -1700
' October 16, 2000
Mr. Kevin Hogland, P.E.
Minnesota Department of Transportation
Cooperative Agreements
1500 West County Road B2
' Roseville, Minnesota 55113
Re: Fiscal Year 2002 Municipal Agreement Program
TH 3 Project Phase li - 145t Street to CSAH 42
WSB Project No. 1191 -201
t Dear Mr. Hogland:
The City of Rosemount is requesting that the TH 3 project between 145 Street and CSAH 42 be formally
considered for the FY 2002 Municipal Agreement Program. This would be an extension of the previously -
approved project being constructed this year.
' The preliminary layout was submitted to you on September 19, 2000 for distribution to various Mn/DOT
functional groups for review and comment. Upon discussing the proposed project with Mn/DOT staff,
issues that came up that need to be researched and addressed include, but are not limited to, drainage,
pavement condition, materials, traffic, accidents, access, and necessary improvements to the existing signals
at 145t' and CSAH 42. We are prepared to modify the layout upon receipt of any comments by Mn/DOT.
Since the �Y relimin layout was submitted to Mn/DOT, the City Council has modified the layout slightly.
p
On October 3, 2000, the City Council unanimously approved of the layout and directed WSB to complete
a feasibility study on the project, along with formally applying to Mn/DOT for Cooperative Agreement
Funding. Attached are eight copies of the final approved layout for your distribution and comment.
Based on Mn/DOT data, the 1998 ADT on this portion of TH 3 is 11,500. With a 20 -year expected growth
factor of 2.5 %, the 2018 ADT is estimated at 28,750: The three -year crash data averages (1997 -1999) are
2.32 for the crash rate and 3.97 for the severity rate.
I
0
1
' Mr. Kevin Hogland, P.E.
Minnesota Department of Transportation
Cooperative Agreements
Roseville, Minnesota
October 16, 2000
' Page 2
' The proposed project consists of the following elements:
1. 145" Street to Lower 147 Street
' ® the existing Mill and overla y g p avement
a Replace all curb and sidewalk
' a Install brick paver edging
® Install storm sewers where needed
' a Bury all overhead electric lines
a Install decorative street lights
a Access modifications
' 2. Lower 147" Street to CSAH 42
' a Complete street reconstruction
a Adding new curb and gutter
a Adding new storm sewer to eliminate ditches
' a Adding new sidewalks, trails
a Burying all overhead power lines
® Installing brick paver edging
' a Installing decorative street lights
a Access modifications
The overall pavement width would generally stay the same and the road would remain a three -lane highway
(two through lanes and one center left turn lane). The signals at both CSAH 42 and 145' Street would be
' replaced or modified at Mn/DOT's direction. At a minimum, LED's and EVP's would be added. At
CSAH 42, the project would not include reconstruction of the intersection, but right turn lanes would be
added on all legs.
' The City as conducted an extensive public involvement process on this project since April, 2000 which
y p p p J p� 9
' has included three open houses, presentation at the Chamber of Commerce, multiple Port Authority /City
Council meetings and numerous one -on -one individual meetings with property owners directly impacted
by the project.
The exact cost of the project will be determined through the detailed feasibility report, which should be
completed in 6 -8 weeks. But we have calculated the rough cost estimate of the project to be $3,300,000.
' A detailed summary of these costs is attached.
n
C
I The benefits to Trunk Highway 3 for this project include the following:
' 1. Replacement of defective curb and gutter.
2. Adding new pavement via a mill and overlay.
3. Increasing the pavement structure on that section from Lower 147 Street to CSAH 42 by
reconstructing the road, adding a. good base and installing storm sewers for drainage.
' 4. Elimination of ditches and adding urb and storm sewers thereby improving drainage and reducing
g Y p g g g
maintenance costs (i.e., mowing).
' 5. Reduced accesses b closing or consolidating a number of driveways, thereby improving the overall
Y g g Y Y P g
safety of the highway. A total of six driveways on TH 3 will be eliminated, along with two
driveways on the side streets, which are extremely close to the intersection with TH 3. The City
anticipates additional accesses may be eliminated as properties redevelop in downtown Rosemount.
'
6.
Providing controlled access along TH 3, south of Lower 147 Street along the east side. Currently,
Mr. Kevin Hogland, P.E.
Minnesota Department of Transportation
'
Cooperative Agreements
along the entire length between Kwik Trip and Lower 147' Street. By adding curb and gutter,
Roseville, Minnesota
'
October 16, 2000
Page 3
I The benefits to Trunk Highway 3 for this project include the following:
' 1. Replacement of defective curb and gutter.
2. Adding new pavement via a mill and overlay.
3. Increasing the pavement structure on that section from Lower 147 Street to CSAH 42 by
reconstructing the road, adding a. good base and installing storm sewers for drainage.
' 4. Elimination of ditches and adding urb and storm sewers thereby improving drainage and reducing
g Y p g g g
maintenance costs (i.e., mowing).
' 5. Reduced accesses b closing or consolidating a number of driveways, thereby improving the overall
Y g g Y Y P g
safety of the highway. A total of six driveways on TH 3 will be eliminated, along with two
driveways on the side streets, which are extremely close to the intersection with TH 3. The City
anticipates additional accesses may be eliminated as properties redevelop in downtown Rosemount.
'
6.
Providing controlled access along TH 3, south of Lower 147 Street along the east side. Currently,
with no curb and gutter along this portion of the highway, vehicles can drive off onto parking lots
'
along the entire length between Kwik Trip and Lower 147' Street. By adding curb and gutter,
accesses would be controlled at key locations. It should be noted that at one property, Napa, two
one -way driveways are proposed, which was agreed to by the property owner previously as part of
a development agreement.
7.
The frontage road serving multiple properties along the west side of TH 3, south of Lower 147"
'
Street will be maintained to provide access control and parking.
8.
Right turn lanes will be added to all legs at the intersection of TH 3 and CSAH 42.
9.
If necessary (based on Mn/DOT direction), signal improvements will be made to both 145t Street
and CSAH 42. At a minimum, EVP's and LED's would be added.
10.
Pedestrian facilities (sidewalks) will be added to that section between Lower 147 Street and CSAH
42, connecting the downtown area with the sidewalks on CSAH 42, thereby improving pedestrian
safety.
11.
The project corridor will be enhanced and beautified by adding brick pavers, decorative street lights
and burying all overhead power lines.
Mr. Kevin Hogland, P.B.
Minnesota Department of Transportation
Cooperative Agreements
.Roseville, Minnesota
October 16, 2000
Page 4
The City of Rosemount is requesting $500,000 for this project, along with 8% for engineering, for a total
amount of $540,000.
The City Council of Rosemount has approved the layout and authorized the request for Cooperative
Agreement funds by the attached Resolution.
The City and WSD have enjoyed working with NhMOT on past Cooperative Agreements and look forward
to continuing this good relationship. Please contact me at (763) 277 -5795 if you have any questions or
comments regarding this proposal or if you need any additional information for the selection committee.
Thank you.
Sincerely,
bba/nm
cc: Tom Burt, City of Rosemount
Bret Weiss, WSB & Associates
Jim Parsons, City of Rosemountl
Everything's Coming Up Rosemount!!
October 12, 2000
David E. Hutton, P.E.
WSB & Associates, Inc.
8441 Wayzata Boulevard, Suite 350
Minneapolis, Minnesota 55426
RE: TH3 Enhancement —145 St. to CSAH 42
City Project 314
WSB Project 1191 -201
Dear Dave:
s� F
UPI HALL
2875 — 145th Street West
Rosemount, MN
55068 -4997
Phone: 651 - 423 -4411
Hearing Impaired 651- 423 -62
Fax: 551 -423 -5203
Enclosed is the certified copy of the resolution supporting the cooperative agreement with
1\/hiDot for improvements to Highway 3 in Rosemount.
Please submit this to Minnesota Department of Transportation in due process.
Sincerely,
Linda Jentink '
City Clerk
Enclosures
r
1r.
CITY OF ROSEMOUNT
Everything's Corning LIP Rosemount!!
CERTIFICATE
C71' IHIE1LL
2875 – 145th Street West
— Rosemount, ,\AN
55068 -4997
Phone: 651 -423 -4411
Hearing Impaired 651- 423 -62
Fax: 651 - 423 -5203
' STATE OF MINNESOTA )
COUNTY OF DAKOTA ) §
CITY OF ROSEMOUNT )
I, Linda J. Jentink, duly appointed, acting and qualified City Clerk of the City of Rosemount
do hereby certify that I have examined the City of Rosemount records and the Minutes Book of
said City for the meeting of September 19, 2000 hereby certify that the attached copy of
Resoluti®n 2000- 108, A RESOLUTION REQUESTING A COOPERATIVE
' AGREEMENT PROJECT WITH THE MINNESOTA DEPARTMENT OF
TRANSPORTATION FOR IMPROVEMENTS ON STATE TRUNK HIGHWAY 3
(SOUTH ROBERT L) BETWEEN 145 NEST AND COUNTY STATE
' AID HIGHWAY 42 is a true and correct copy of the City Proceedings relating to said
Resolution.
IN WITNESS WHEREOF, I have hereunto set my hand and seal of said City this
12' day of October, 2000.
JAI
Linda J. Jenti "C' ,C erk
City of Rosemount
' Dakota County, Minnesota
Subscribed. and sworn to before me this 2' day of October, 2000.
u
n
C';NDY OOR3N91)EN 4 t-11
N PU:3LIC- MINNESOT` tart' Public
, ay iowwssion Expires Jam 31, 2005
J
CITE' OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000 s 108
ARIESOLUTION REQUESTING A COOPERATIVE AGREEMENT PROJECT
WITH THE 111D�'.NESOTA DEPARTMENT OF TRANSPORTATION
FOR �i TPROVEME tTS ON STAFF TRH HIGHWAY 3
(SOUTH ROBERT TRAIL) BETWEEN 145 STREET WEST
AND COUNTY STATE AID IHGHWAY 42
WHEREAS, the City Council of the City of Rosemount has determined that the area on State
' Trunk Highway 3 ( South Robert Trail) between 145` Street 'Nest and CSAH 42 is an important
entryway into the City, and its' commercial district, and
WHEREAS, the concrete curb and gutter and storm drainage facilities on 'Trunk Highway 3 are
failing and inadequate and the bituminous surface requires maintenance such as a mill and overlay,
and
WHEREAS, a portion of TH 3 south of Lower 14T Street is a rural section with open ditches
and the City feels an urban section with curb and gutter, storm sewer and pedestrian facilities
would be safer, provide better drainage and be an overall improvement, and
' REA S, the City is willing to improve the lighting, sidewalks, and the aesthetics of the Trunk
Highway 3 in this area by burying overhead utility lines, installing decorative lighting and
constructing sidewalks and brick pavers to enhance the commercial district, and
' WHEREAS, the City is proposing to close or consolidate a number of driveways in order to
improve the safety on TH 3 as traffic volumes continue to increase, and
WHEREAS, the Minnesota Department of Transportation is aware of the needs and benefits of
' these proposed improvements, and
WHEREAS, the City Council of the City of Rosemount endorses the proposed TH 3 layout.
NOW, THEREFORE, BE IT RESOLVED, that the City of Rosemount, Minnesota, requests
the Minnesota Department of Transportation to participate in the proposed improvements on State
' Trunk Highway 3, and
BE IT FU.Z RESOLVED, that the City of Rosemount, Minnesota is willing to participate
in a Cooperative Agreement project with the Minnesota Department of Transportation and share
the cost of the needed improvements.
ADOPTED this 11th day of October, 2000. -
Ca* Busho, or