HomeMy WebLinkAbout6.k. Receive Feasibility Report/Set Public Hearing - 2001 Street & Utility Reconstruction Improvements (Dodd Boulevard, Phase 2), City Project #326CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
CITY COUNCIL MEETING DATE: March 20, 2001
AGENDA ITEM: Receive Feasibility Report /Set Public Hearing
AGENDA SECTION:
- 2001 Street & Utility Reconstruction Improvements, (Dodd
Consent
Boulevard, Phase 2), City Project #326
PREPARED BY: Bret Weiss, Interim City Engineer
AGEN
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ATTACHMENTS: Feasibility Report, Resolution
APPROVED BY:
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LOCATION: This project is located along Dodd Boulevard,
west of Shannon Parkway and adjoining streets.
Attached please find a copy of the feasibility report for the above referenced project. This
project consists of the 2001 Reconstruction project along with some other areas that need to
be addressed. The proposed project is separated into the following sections.
1. 2001 Recons (Dodd Blvd) - This is the primary project that was proposed to be
completed this year and is the extension of the 2000 Recon. The project consists of
converting the existing 24' wide rural street to a 28' wide urban street with concrete
curb and gutter and stormsewer. The existing 6" watermain will be removed and
replaced with an 8" watermain along with the installation of a new segment between
Shannon Parkway and Dallara Avenue. The project cost is estimated at $971,000..
2. Danville Avenue (Dodd Boulevard to 700' north of Dodd Boulevard) - This segment was
not originally planned to be included, but was added for consideration by the Council due
to repeated watermain breaks in the area. This segment would include watermain
lowering and replacement along with street reconstruction between the curbs. The
project cost is estimated at $125,000.
3. Danville Avenue (Segment 2 to Upper 145t Street) - This segment would be an
extension of last years overlay project as well as this year's reconstruction project. The
proposed work consists of milling the existing pavement and placing a 1 bituminous
overlay along with minor drainage improvements. This segment would be funded out of
the overlay budget. The project cost is estimated at $51,000.
4. 146 Street (Danbury Avenue to Danville Avenue) - This segment was proposed to be
completed last year as a part of the Broback Storm Sewer project, but was deleted and
added to this 2001 Reconstruction project. The project includes street reconstruction to
address drainage concerns. The majority of this cost will be funded through the overlay
budget. The project cost is estimated at $34,000.
We have included these street segments into the feasibility report because they all work
together and would allow for addressing the streets in this area in one construction season.
We have separated the costs by segment so that the Council can postpone segments to
anuLner vear 6 so desired.
RECOMMENDED ACTION: MOTION TO ADOPT A RESOLUTION TO RECEIVE FEASIBILITY
REPORT AND SET PUBLIC HEARING FOR 2001 STREET AND UTILITY RECONSTRUCTION
IMPROVEMENTS (DODD BOULEVARD, PHASE 2), CITY PROJECT #326.
COUNCIL ACTION:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2001 -
A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND SETTING THE PUBLIC HEARING
FOR THE 2001 STREET AND UTILITY RECONSTRUCTION IMPROVEMENTS
(DODD BOULEVARD, PHASE 2)
CITY PROJECT #326
WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct
certain improvements, to -wit City Project #326, 2001 Street & Utility Reconstruction Improvements, (Dodd Boulevard,
Phase 2), in the City as described in and in accordance with the feasibility report prepared by the City Engineer; and
WHEREAS, the City Council has been advised by the City Engineer that said utility and street improvements, City
Project #326 is feasible, and should best be made as proposed, and the City Engineer's report to this effect has
heretofore been received by Council, and filed with the City Clerk on March 20, 2001; and
WHEREAS, the statute provided that no such improvements shall be made until the Council has held a public hearing
on such improvements following mailed notice and two publications thereof in the official newspaper stating time and
place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be
assessed, in accordance with the law.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the feasibility report for City
Project #326 and places it on file.
NOW THEREFORE IT BE FURTHER RESOLVED, by the City Council of the City of Rosemount that the public hearing
be scheduled to consider City Project #326, 2001 Street & Utility Reconstruction Improvements to be held on Tuesday,
April 17, 2001 at 7:30 o'clock p.m. or as soon thereafter as possible, in the Council Chambers of the City Hall.
ADOPTED this 20th day of March, 2001.
Cathy Busho, Mayor
ATTEST:
Linda Jentink, City Clerk
Motion by:
Seconded by:
Voted in favor:
Voted against
2001 Street and Utility
Reconstruction Project
Dodd Boulevard and
Danville Avenue
Street, Utility Improvements
and Appurtenant Work
City Project Number: 326
WSB Proj. No. 1304 -002
March 6, 2001
Submitted to:
City of Rosemount
2875 145th Street West
Rosemount, Minnesota 55068
- 4150 Olson Memorial Highway
WSB Suite
Minneapolis, MN 55422 422
763 - 541 -4800
& Associates, Inc. FAX 763- 541 -1700
for the City of
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2001 Street and Utility
Reconstruction Project
Dodd Boulevard and
Danville Avenue
Street, Utility Improvements
and Appurtenant Work
City Project Number: 326
W SB Proj. No. 1304-002
March 6, 2001
Submitted to:
City of Rosemount
2875 145th Street West
Rosemount, Minnesota 55068
A 4150 Olson Memorial Highway
Suite 300
WSB Minneapolis, MN 55422
763 -541 -4800
& Associates, Inc, FAX 763 -541 -1700
for the City of
FEASIBILITY REPORT
2001 STREET AND UTILITY
RECONSTRUCTION PROJECT
Dodd Boulevard (Shannon Parkway to Delft Avenue)
Danville Avenue (Dodd Boulevard to Upper 145" Street)
Upper 145 Street (Delft Avenue to Danville Avenue)
146 Street (Danville Avenue to Danbury Avenue)
City of Rosemount
City Project No. 326
March 20, 2001
Prepared By:
WSB & Associates, Inc.
4150 Olson Memorial Highway, Suite 300
Minneapolis, MN 55422
(763) 541 -4800
(763) 541 -1700 (Fax)
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
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WSB
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March 20, 2001
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Honorable Mayor and City Council
City of Rosemount
2875 145` Street West
Rosemount, MN 55068 -4997
Re: Feasibility Report
2001 Street and Utility Reconstruction Project
City of Rosemount Project No. 326
WSB Project No. 1304 -002
Dear Mayor and Council Members
"Transmitted herewith is a feasibility report which addresses street and utility improvements
on Dodd Boulevard (Shannon. Parkway to Delft Avenue), Danville Avenue (F)odd Boulevard
to-Upper 145"' Street), Upper 145`' Street (Delft Avenue to Danville Avenue), and 146`'
Street ( Danville Avenue to Danbury Avenue).
We would be happy to discuss this report with you at your convenience. Please don't
hesitate to contact me at (763) 287-7190 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Bret A. Weiss, P.E.
President
Encl.
Minneapolis - St. Cloud • Equal Opportunity Employer
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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.
Bret A. Weiss, P.E.
Date: March 20, 2001
Reg. No. 20753
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
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TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
' TABLE OF CONTENTS
EXECUTIVE SUMMARY
C
TABLE OF CONTENTS
1. INTRODUCTION .................. ............................... Page 1
1.1 Authorization Page 1
1.2 Scope Page 1
1.3 Data Available Page 2
2. GENERAL BACKGROUND ......... ............................... Page 3
2.1 Location (See Figure 1) Project Page 3
2.2 Project Zoning (See Figures 2 -3) Page 3
2.3 Project History Page 3
2.4 Existing Conditions Page 3
2.5 Traffic Analysis (See Figure 11) Page 4
3. PROPOSED IMPROVEMENTS ...... ............................... Page 6
3.1
Roadway (See Figures 3 -9)
Page 6
3.2
Storm Sewer (See Figures 3 -6, 8 -11)
Page 6
3.3
Watermain (See Figures 3 -7)
Page 7
3.4
Pathway / Sidewalk (Figures 6 -9)
Page 7
3.5
Street Lights
Page 8
3.6
Right -of -Way and Easements
Page 8
3.7
Permits / Approvals
Page 8
3.8
Detour Routes
Page 8
4. FINANCING ...................... ...............................
Page 9
4.1
Cost Opinion
Page 9
4.2
Funding
Page 10
5. PROJECT SCHEDULE ............ ...............................
Page 12
6. FEASIBILITY AND RECOMMENDATION .........................
Page 13
APPENDIX A ........................... ............................... Page 14
PROJECT LOCATION MAP Page 14
APPENDIXB ........................... ............................... Page 15
OPINION OF PROBABLE COST Page 15
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0044
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APPENDIX C ........................... ............................... Page 23
TRAFFIC COUNTS / PAVEMENT DESIGN Page 23
APPENDIX D ........................... ............................... Page 24
PRELIMINARY ASSESSMENT ROLL Page 24
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0055
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EXECUTIVE SUMMARY
City Project No. 326 provides for the reconstruction of Dodd Boulevard from Shannon Parkway to
Delft Avenue, and partial reconstruction of Danville Avenue from Dodd Boulevard approximately
700 feet north and 146 Street from Danbury Avenue approximately 175 feet west. This project also
addresses the potential milling and overlaying of the remaining portions of Danville Avenue, Upper
145' Street and 146" Street, as well as pond construction in Twin Puddles Park. This is an extension
of the 2000 reconstruction project of Dodd Boulevard from Chippendale Avenue to Shannon
Parkway.
The project includes the reconstruction of approximately 2,200 feet of 24 -foot rural section streets
' to 28 -foot wide urban - section streets, including bituminous paving, B -618 concrete curb and gutter,
storm sewer, watermain, and pathways. The project also consists of approximately 900 feet ofpartial
' 28 -foot urban section roadway reconstruction and 1870 feet of 28 -foot urban section roadway
milling overlaying. The street improvement project is separated into four segments:
• Segment 1 - Dodd Boulevard (Shannon Parkway to Delft Avenue):
' This segment will consist of an upgrade from a 24- foot wide rural roadway to a 28 -foot wide
urban roadway. This street will consist of one through traffic lane in each direction with no
on- street parking.
This segment of the improvement project will consist of the complete reconstruction of the
roadway and will include the addition of an eight -foot wide bike trail on the south side of
Dodd Boulevard. This segment will include watermain looping from Shannon Parkway to
Dallara Avenue along with storm sewer construction to accommodate the proposed urban
design. This segment has an estimated project cost of $971,284.
• Segment 2 - Danville Avenue (Dodd Boulevard to 700 feet north of Dodd Boulevard):
This segment will be reconstructed following the replacement of the existing watermain, and
improve roadway surface and roadway drainage. The street will have one through traffic
lane in each direction with on- street parking available. Curb and gutter will be removed and
replaced only as necessary to accommodate the watermain replacement or to repair damaged
areas. The watermain replacement is due to the many recent watermain breaks occurring over
the last 10 years in this area. Replacing and lowering the watermain in this area will
eliminate these watermain breaks. Portions of the eight -inch sanitary sewer line will be
replaced as necessary to correct structural or infiltration problems. This segment has an
estimated project cost of $124,510.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0066
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• Segment 3 - Danville Avenue (700 feet north of Dodd Boulevard to Upper 145" Street")
-146 Street (Danville Avenue to 175 feet east)
-Upper 145" Street (Delft Avenue to Danville Avenue)
This segment consists of milling and overlaying the existing roadway to improve the
roadway surface and improve drainage in these street segments. Curb and gutter will be
replaced as necessary. Storm sewer at the intersection of Danville Avenue and Upper 145`"
Street will be added to improve drainage and replace the existing flume between parcel 28
and 29, which has often been a maintenance problem. This overlaying project meets the
pavement management goal to gradually improve the roadways in this area and would be an
extension of the 2000 overlay project. This segment has an estimated project cost of
$50,543.
Segment 4 -146t Street (Danbury Avenue to 175 feet west)
This segment consists of removing the existing curb and gutter and pavement in order to
correct a drainage problem at Parcel number 22 as well as the intersection of 146 Street and
Danbury Avenue. The storm sewer to alleviate this drainage problem was installed last year
as part of the City Project 319 (Broback 3` Addition). The street reconstruction was deleted
from that project due to cost and was proposed to be added to the 2001 project. This
segment has an estimated project cost of $33,364.
The total estimated project cost is $1,179,971.65 Funding for the project will consist of
assessments, 2000 Capital Improvement Plan (CIP) funds, utility funds, and overlay funds
as necessary. The project can be completed, including all paving and restoration items in
2001. The assessment hearing will be held in the fall of 2001.
This project is feasible, necessary and cost - effective from an engineering standpoint and
should be constructed as proposed herein.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0077
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1. INTRODUCTION
1.1 Authorization
On January 15, 2001, the Rosemount City Council authorized the preparation of an
engineering feasibility report for the 2001 Street and Utility Reconstruction Project. This
project has been designated as City Project No. 326.
' 1.2 Scope
1
This project primarily provides for the upgrading of existing Dodd Boulevard from Shannon
Parkway to Delft Avenue, Danville Avenue from Dodd Boulevard to Upper 145` Street and
146 Street from Danville Avenue to Danbury Avenue. It is proposed to add the Danville
Avenue and 146' Street work in the is years project to address pavement and drainage issues.
The completion of the Danville Avenue Project would utilize the overlay budget for 2001
and would tie into the 2000 street overlay project.
Dodd Boulevard will be completely reconstructed, with the installation of concrete curb and
gutter and bituminous pavement to convert this street into an urban roadway. Storm sewer
improvements are proposed to collect stormwater runoff in accordance with the City of
Rosemount standards and as necessary to facilitate improvements outlined in the Rosemount
Comprehensive Storm Water Management Plan. The existing 6 -inch watemain along the
north side of Dodd Boulevard will be upgraded to an 8 -inch line. The proposed watermain
improvements will also complete the looping of the watermain from Shannon Parkway to
Dallara Avenue. The elevation of the roadway will be lowered in order to eliminate the
existing drainage ditches and an 8 -foot bituminous pathway will be constructed along the
south side of the street, connecting to the pathway along CSAH 42.
Danville Avenue from Dodd Boulevard to Upper 145" Street is broken into two segments.
Approximately 700 linear feet will be partially reconstructed. Due to recent watermain
breaks the existing watermain will be upgraded and lowered to prevent these problems in the
future. The entire roadway surface in this portion of Danville Avenue will be removed and
replaced with as much curb and gutter left in place as possible. The remaining 1675 feet of
Danville and Upper 145`" Street is proposed to be milled and overlayed, with minor storm
sewer improvements.
146` Street from Danville Avenue to Danbury Avenue is also split into two segments.
Approximately 175 feet of the roadway will need to be partially reconstructed to correct the
drainage problem while the other 175 feet will be milled and overlayed.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0011
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1.3 Data Available
Information and materials used in the preparation of this report include the following:
• City of Rosemount Record Plans
• City of Rosemount Topography Maps
• Field Observations of the Area
• Rosemount Stormwater Management Plan
• Rosemount Water Supply & Distribution Plan
• Field Survey
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0022
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' 2. GENERAL BACKGROUND
2.1 Location (See Figure 1) Project
The roject location consists of Dodd Boulevard from Shannon Parkway to Delft p � y Avenue,
' Danville Avenue from Dodd Boulevard to 145" Street, Upper 145`" Street from Delft Avenue
to Danville Avenue, and 146" Street from Danville Avenue to Danbury Avenue. The entire
project is located within Section 30.
' 2.2 Project Zoning (See Figures 2 -3)
Generally, the project area is zoned residential.
2.3 Project History
This project was initiated through the recognition of continually deteriorating street
conditions and the need for storm sewer facilities in the project area. This project is included
in the City of Rosemount Capital Improvement Plan. Additionally, the current watermain
' system in the project limits has substandard "sizing "and requires looping in some areas. The
upgrade in size of the water system will provide the area with pressure stability, system
reliability and improved water circulation.
Generally, ecord drawings for street storm sewer, sanitary sewer and watermain are
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2.4 Existing Conditions
2.4.1 Roadway Dodd Boulevard was originally a County Road but has since been turned
back to the City. The existing pavement on Dodd Boulevard, Danville Avenue,
Upper 145' Street and 146" Street are in fair to poor condition. Dodd Boulevard is
currently a 24 -foot wide rural roadway that utilizes ditches to drain the roadway
' surface and provide storm water conveyance. Considering the existing condition of
the roadway surfaces, poor subgrade material, and the need to lower the roadway for
drainage purposes, a complete reconstruction of this roadway is necessary. Danville
' Avenue, Upper 145' Street and 146`' Street are existing 28 -foot wide roadways with
curb and gutter.
There are 11 residential driveways along Dodd Boulevard. All driveways along
Dodd Boulevard will be reconstructed to the right -of -way line or as needed to match
' the new street grades. Driveways along Danville Avenue and Upper 145' Street
' City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project A
City Project No. 326 WSB
WSB Project No. 1304 -0033
Page 3 &
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Street will not be affected because there is no change in grade anticipated. 146'
Street will have one concrete driveway that will require reconstruction to the right -of-
way.
2.4.2 torm e er • The proposed project is S S w p p p i t located in the Wachter Lake Drainage Distract
(WA) and the Hawkins Pond Drainage District (HP) as noted in the Rosemount
Comprehensive Stormwater Plan. The existing storm sewer system for the project
area is limited to collection at the following locations:
constructed as part of the 2000 street and utility reconstruction proj ect to relieve non-
,
• A 12 -inch lateral storm sewer line within Danville Avenue flowin g from the
roadway east to Twin Puddles Park.
Currently, all local drainage along Dodd Boulevard is collected in the roadway
ditches. The ditches flow into Twin Puddles Park located between Damask Avenue
and Danville Avenue. Currently there is not an outlet for Twin Puddles Park,
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however there is a future 18 -inch storm sewer outlet identified in Rosemount's
Stormwater Management Plan.
' 2.4.3 Watermain The existing watermain network consists of a six -inch cast iron
watermain line within Dodd Boulevard from Delft Avenue to Dallara Avenue,
Danville Avenue, Upper 145" Street and 146' Street. There is also an 8 -inch crossing
at Dallara Avenue and a 6 -inch crossing at Damask Avenue. The existing watermain
on Danville Avenue is shallow and has had numerous watermain breaks.
'
2.4.4 Sanitary Sewer The existing sanitary sewer within Dodd Boulevard consists of an
eight -inch sewer line from Danville Avenue to Dallara Avenue, and an 18 -inch RCP
sewer line from Dallara Avenue to Shannon Parkway, which then flows to the south.
Danville Avenue has an eight -inch sewer line flowing from south to north. Closed
circuit televising of the existing sanitary sewer lines has been completed. No sanitary
sewer improvements are anticipated. Sanitary sewer improvements for this area were
constructed as part of the 2000 street and utility reconstruction proj ect to relieve non-
,
complying septic systems.
2.4.5 Sidewalk An existing 8 -foot bituminous pathway extends from CSAH 42 to Dodd
Boulevard at Delft Avenue.
' 2.5 Traffic Analysis (See Figure 11)
The project area generally supports typical residential vehicular traffic. The intersection of
' Dodd Boulevard with Shannon Parkway is at a skewed angle, which creates difficult turning
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project A
City Project No. 326 WSB
WSB Project No. 1304 -0044
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' movements. City records indicate that there have been several minor accidents at this
intersection in the past. Specifically, 12 minor accidents have occurred between January 1,
1997 and March 19, 1999. Ideally, Dodd Boulevard would meet at right angles on both sides
1 with Shannon Parkway. Because of the current angle of the roadway, it is not possible to
create a perpendicular intersection without purchasing additional right -of -way and creating
' severe impacts on adjoining properties. As part of this project, the existing free right -turn
lanes will be modified slightly to improve the operation of the intersection and match the east
side of Shannon Parkway that was constructed last year.
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2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0055
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3. PROPOSED IMPROVEMENTS
3.1 Roadway (See Figures 3 -9)
The proposed reconstruction of Dodd Boulevard consists of lowering the existing grade,
modifying the roadway profile, removing poor subgrade soils, and widening the existing
section to the proposed width. Once grading is completed, bituminous surfacing and B -618
curb and gutter will be constructed. The proposed street sections will generally consist of
28 -foot wide roadways with no parking and include four inches of bituminous surface and
eight inches of Class 5 aggregate on top of sand subgrade.
The milling and overlaying segments of this project will consist of milling 1.5 inches of
bituminous surface, removal /replacement of pieces of curb and gutter to correct drainage
problems, and overlaying the streets.
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3.2 Storm Sewer (See Figures 3 -6, 8 -11)
The storm sewer improvements include the construction of lateral storm sewer lines to serve
the project area and accommodate the City of Rosemount standards. Specifically, lateral
storm sewer facilities will be designed to carry the storm water runoff from a 10 -year rainfall
event. The proposed storm water collection facilities are identified as follows:
Dodd Boulevard:
The storm water from Dodd Boulevard will be collected and discharge into Twin
Puddles Park, located between Damask Avenue and Dallara Avenue. As identified
in Rosemount's Storm Water Management Plan, ponds WA -1969 and WA -2042
flood Twin Puddles Park entirely. The portion of the park on the south side of Dodd
Boulevard is proposed to be excavated in order to minimize the flooding of the park
on the north side of Dodd Boulevard during smaller rainfall events. The excavation
of this pond will also provide protection of the 100 -year, 24 -hour, type II rainfall
event for the homes surrounding these ponds. The City of Rosemount's Storm Water
Management Plan also recommends and 18" outlet to be constructed from Twin
Puddles Park (See figure 11) to alleviate these landlocked ponds. Although this
outlet is not proposed as part of this improvement, it should be identified as a future
project coinciding with 150` Street west street improvements. Construction of this
outlet will keep the park on the north side of Dodd Boulevard from flooding and
provide the homes around these ponds with protection from 10 -day snow melt event.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0066
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1 0 Danville Avenue:
Storm sewer on Danville Avenue is virtually non - existent. Minor improvements are
proposed (See figures 8 and 9), but most problem areas are anticipated to be
corrected in the mill and overlay process. There is an existing flume which drains
the intersection of Danville Avenue and Upper 145`' Street between parcels 28 and
29 to the existing storm sewer along 145` Street. Catch basins and storm sewer are
proposed to replace the flume and connect to the existing storm sewer along 145`
' Street (See figure 9).
3.3 Watermain (See Figures 3 -7)
The existing watermain within the project limits ranges from six -inch to 8 -inch diameter. The
' pipe is generally cast iron material, however, some of the newer pipes are constructed with
ductile iron. Generally, the watermain system is not looped very well. A new 8 -inch
watermain will be installed from Shannon Parkway to Dallara Avenue to improve looping.
It is proposed that an 8 -inch watermain be installed within Dodd Boulevard, replacing the
existing 6 -inch watermain located in Dodd Boulevard's north ditch line. The new watermain
' along Dodd Boulevard will be connected to existing watermain systems at Shannon
Parkway, Dallara Avenue, Damask Avenue, Danville Avenue and Delft Avenue. The
existing 6 -inch line on Danville Avenue has had recent watermain breaks in the segment
from Dodd Boulevard to 700 feet north likely due to the shallow depth of the existing
watermain. This watermain is proposed to be upgraded to and 8 -inch watermain installed
at a greater depth, preventing future watermain breaks. Construction of the watermain will
improve the overall circulation of the area's water system.
Parcels 1, 2, and 59 (Figure 2) located on Dodd Boulevard just west of Shannon Parkway
currently do not have water service. It is proposed that an eight -inch watermain be
constructed from the existing eight -inch watermain at the northwest corner of the intersection
of Dodd Boulevard and Shannon Parkway to serve these parcels. This work was deleted
from the 2000 reconstruction due to the need to replace portions of Dodd Boulevard to
complete the construction. Additionally, the affected property owners would prefer not to
connect to the City system at this time.
3.4 Pathway / Sidewalk (Figures 6 -9)
Pathway construction will consist of an eight -foot wide bituminous pathway located on the
south side of Dodd Boulevard from Shannon Parkway to Delft Avenue. This pathway will
connect to the existing 8 -foot wide bituminous pathway that extends from CSAH 42 to Delft
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326 WSB
WSB Project No. 1304 -0077
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Avenue. Construction of this pathway will also connect to the pathway constructed in the
2000 reconstruction project, which extends to Chippendale Avenue.
3.5 Street Lights
The existing street lights within the project limits are adequate and will remain in place.
3.6 Right -of -Way and Easements
Currently, Dodd Boulevard consists of a right -of -way (ROW) varying in width between 66
and 100 feet that will be adequate to construct this project with the exception of temporary
easements required to match the existing driveways with the new roadway and the permanent
widening of the roadway easement at 14800 Dodd Boulevard. The widening of the right -of-
way for this area is required to construct the proposed pathway.
The easement needs to be approximately 17 feet in width along the north side of the
property. City Staff will work with the property owner to acquire the easement.
3.7 Permits / Approvals
The following permits will be necessary as part of this project.
• Minnesota Department of Health permit for the watermain extensions;
• MPCA National Pollutant Discharge Elimination System (NPDES) permit;
3.8 Detour Routes
Detour signing will be required to minimize traffic congestion in the construction area and
to route residents and patrons to their destinations. All business and residences will have
access during construction, however, some inconvenience is expected. Directional signing
will be provided, including advance notice signing for the start of construction. It is
anticipated that construction would occur in two phases to help alleviate access problems.
Detour routes will be discussed with affected property owners during the informational
meeting.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0088
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4. FINANCING
4.1 Cost Opinion
Detailed cost estimates can be found in the Appendix of this report. These estimates
incorporate 2001 construction costs, and include a 10% contingency factor and all related
administrative costs. The administrative costs are estimated at 30% and include legal,
engineering, interest and other administrative items. A summary of the project costs is as
follows:
* Includes partial street reconstruction
** Includes portions of Upper 145' Street and 146 Street
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0099
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Dodd Boulevard
Danville
146"'
Total
Avenue
Street
Streets (Reconstruction)
$635,570
$635,570
Streets (Partial Reconstruction)
$33,634
$33,634
Streets (Mill /Overlay)
$50,543 **
$50,543
Watermain
$144,287
$124,510*
$268,797
Storm Sewer
$191,427
$191,427
Total
$971,284
$175,053
$33,634
$1,179,971
* Includes partial street reconstruction
** Includes portions of Upper 145' Street and 146 Street
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -0099
Page 9
,w,
WS
' 4.2 Funding
Funding for the project will consist of a combination of assessments, 2001 CIP funds,
' Stormwater Core Fund, Sanitary Sewer Core Fund, Water Operating Fund, and the Water
Core Fund.
' Since this is a street reconstruction project, the benefitting property owners will be assessed
according to City Policy. A preliminary assessment roll is included in Appendix D. For the
' properties located along Dodd Boulevard currently without water service, the policy is to
assess $12.25 per foot for new watermain installation. The cost of the service line from the
' main to the property line is also assessed. In addition to the assessments, other connection
charges will be applicable to the individual properties. Typically, these are due at the time
the property owner connects to the utility. The council could consider allowing the property
' owners to include the fee amounts in their assessments. The applicable charge is
summarized as follows:
I Fee Water Service
Water Availability (WAC) $2,266 (518" meter)
' Total $2,266 (5/8" meter)
' Based on the policy, single - family residential properties without existing curb and gutter are
assessed $2,400 each for street improvements, while high density residential property is
' assessed based on one -half of the cost of a 28' wide street or $36 /front foot.
This project incorporates the yearly overlay project since the project was adjacent to the
reconstruction project and could be easily coordinated. The overlay segment is assessed at
a rate of 35% of the overlay cost equally to each property.
r
' City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
' City Project No. 326
WSB Project No. 1304 - 001010
Page 10
I Q
WS
As
Funding for the project can be summarized as follows:
Funding Summary Segment 1 Dodd Boulevard (Shannon Parkway to Delft Avenue)
Assessments
Assessments
Stormwater Core
Fund
Watermain
Core Funds
I Watermain
Operating Fund
Other Funding
2001 C.LP• Sources
Total
Street
$41,496
$96,105
$96,105
Total
$420,000
$174,074
$635,570
Storm
$25,591
$191,427
$191,427
Watermain
$5,280
$12,395
$126,612
$17,675
Total
i
$46,776
$191,427
$12,395
$126,612
$420,000 5174,074
$844,672
Note: There is $90,000 in the sanitary sewer core fund that is not being utilized.
Funding Summary Segment 2- Danville Avenue (Dodd Boulevard to 700' North)
Funding Summary Segment 3- Danville Avenue (700' North of Dodd Boulevard to Upper 145 Street)
Assessments Storm Water Overlay
Total �
I
Core Fund Budget
Street Overlay j $13,143 $24,409 $37,552
Storm Sewer $12,991 $12,991
Total $13,143 $12,991 $24,409 $50,543
Note: Overlay budget of $50,000 for 2001
F Funding Summary Segment 4146' Street (Danville Avenue to Danbury Avenue)
Assessments
Watermain Operating Fund
Total
Street
$28,405
Assessments
$28,405
Watermain
Street
$96,105
$96,105
Total
$28,405
$96,105
$124,510
Funding Summary Segment 3- Danville Avenue (700' North of Dodd Boulevard to Upper 145 Street)
Assessments Storm Water Overlay
Total �
I
Core Fund Budget
Street Overlay j $13,143 $24,409 $37,552
Storm Sewer $12,991 $12,991
Total $13,143 $12,991 $24,409 $50,543
Note: Overlay budget of $50,000 for 2001
F Funding Summary Segment 4146' Street (Danville Avenue to Danbury Avenue)
Storm Sewer
Total
Overlay
Assessments
Core Fund
Budget
Street
$2,185
$5,858
$25,591
$33,634
Total
$2,185
$5,858
$25,591
$33,634
Note: Overlay budget of $50,000 for 2001
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001111
Page 11
���
i�Ya7B
��
& ��, ate.
The proposed project schedule for this improvement is as follows:
Receive Feasibility Report ............ ............................... March 20, 2001
Informational Meeting ............... ............................... March 28, 2001
Public Hearing ...................... ............................... April 17, 2001
Order Plans and Specifications .......... ............................... April 17, 2001
Receive Plans and Specifications / Order Ad for Bids ........................ May 1, 2001
Receive Bids ....................... ............................... May 25, 2001
Award Contract ....................... ............................... June 5, 2001
Begin Construction ................... ............................... June 11, 2001
Substantial Construction Completion ... ............................... September, 2001
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 - 001212
Page 12
/ A �+
WSB
�.o
6. FEASIBILITY AND RECOMMENDATION
Project costs are estimated at $1,179,971.65. This cost includes the total street and utility
reconstruction of Dodd Boulevard from Shannon Parkway to Delft Avenue, the partial
reconstructions of portions of Danville Avenue and 146` Street, and the milling and overlaying of
the remaining portions of Danville Avenue, 146' Street and Upper 145'' Street (See figures 3 -9)
Due to the deteriorating condition of the existing streets and some utilities, insufficient watermain
looping and the need of improving the local drainage system. City Project No. 326 is feasible,
necessary and cost - effective from an engineering standpoint. We recommend the reconstruction of
the streets, sidewalks and utility improvements as outlined in this report.
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001313
Page 13
/��/
YYSB
0
APPENDIX A
PROJECT LOCATION MAP
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001414
Page 14
IA,
WSB
&& Ass-
0
F
PROJECT LOCATION
4150 Olson Memorial Highway
2001 Street and Utility WSB Project No. 1304002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422
763 541 A800
FAX 763 -541 -1700 PROJECT LOCATION Figure Number
R A -6.1 -. M,
Rosemount, Minnesota
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-----------------------------
VICINITY MAP
s
LEGEND:
l— PROPOSED WATERMAIN
—» PROPOSED STORM SEWER
0 PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
L ::777 7= REMOVE /REPLACE BITUMINOUS
0 BITUMINOUS MILL /OVERLAY
X
0 50 100
4150 Olson Memorial Highway
2001 Street and Utility WSB Project No. 1304 -002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422 J
— 763 - 5414800 Figure Number
& Aswc(ates, Inc. FAX 763. 541 -1700
Rosemou Minnesota 3
E
S
VICINITY MAP
N
O
V
LEGEND:
i— PROPOSED WATERMAIN
—» PROPOSED STORM SEWER
0 PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
REMOVE /REPLACE BITUMINOUS
BITUMINOUS MILL /OVERLAY
X
o so 100
E
- 4150 Olson Memorial Highway
2001 Street and Utility INSB Project No. 1304 -002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422 J
753_541Ap Figure Number
& Associates, /nc. FAX 1 MAJ -1700
Rosemount, Minnesota 4
N
O
V
LEGEND:
i— PROPOSED WATERMAIN
—» PROPOSED STORM SEWER
0 PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
REMOVE /REPLACE BITUMINOUS
BITUMINOUS MILL /OVERLAY
X
o so 100
E
- 4150 Olson Memorial Highway
2001 Street and Utility INSB Project No. 1304 -002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422 J
753_541Ap Figure Number
& Associates, /nc. FAX 1 MAJ -1700
Rosemount, Minnesota 4
VICINI
LEGEND:
l— PROPOSED WATERMAIN
—» PROPOSED STORM SEWER
0 PROPOSED STREET CONSTRUCTION
hf PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
E:7 REMOVE /REPLACE BITUMINOUS
0 BITUMINOUS MILL /OVERLAY
U
I
- 4150 01son Memorial Highway 2001 Street and Utility WSB Project No. 1304 -002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422
783 5t148M Figure Number
& Aamclmes, ! FAX 763 -541 -1700
� � Rosemount, Minnesota 5 �
LEGEND:
l— PROPOSED WATERMAIN
—» PROPOSED STORM SEWER
0 PROPOSED STREET CONSTRUCTION
hf PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
E:7 REMOVE /REPLACE BITUMINOUS
0 BITUMINOUS MILL /OVERLAY
U
I
- 4150 01son Memorial Highway 2001 Street and Utility WSB Project No. 1304 -002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapolis, MN 55422
783 5t148M Figure Number
& Aamclmes, ! FAX 763 -541 -1700
� � Rosemount, Minnesota 5 �
J
VICINITY MAP
0
d
F
4150 Olson Memorial Highway
2001 Street and Utility WSB Projea No. 1304002 Date:March 6 2001
suite300 Reconstruction Project
WSB Minneapolis, MN 55422
763-541-4800 Figure Number
.0 Associates, Inc. FAX 763- 541 -1700
Rosemount, Minnesota 6
LEGEND:
I— PROPOSED WATERMAIN
—>> PROPOSED STORM SEWER
� PROPOSED STREET CONSTRUCTION
F PROPOSED BITUMINOUS TRAIL
,rt PROPOSED CONCRETE DRIVEWAY APRON
REMOVE /REPLACE BITUMINOUS
F BITUMINOUS MILL /OVERLAY
0 50 too
0
d
F
4150 Olson Memorial Highway
2001 Street and Utility WSB Projea No. 1304002 Date:March 6 2001
suite300 Reconstruction Project
WSB Minneapolis, MN 55422
763-541-4800 Figure Number
.0 Associates, Inc. FAX 763- 541 -1700
Rosemount, Minnesota 6
LEGEND:
I— PROPOSED WATERMAIN
—>> PROPOSED STORM SEWER
� PROPOSED STREET CONSTRUCTION
F PROPOSED BITUMINOUS TRAIL
,rt PROPOSED CONCRETE DRIVEWAY APRON
REMOVE /REPLACE BITUMINOUS
F BITUMINOUS MILL /OVERLAY
0 50 too
I I
LEGEND:
i— PROPOSED WATERMAIN
—>> — PROPOSED STORM SEWER
O PROPOSED STREET CONSTRUC'
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEW)
I REMOVE/REPLACE BITUMINOU!
BITUMINOUS MILL/OVERLAY
8" WATERMAIN
0 50 100
VICINITY MAP
�1,
1
a
1
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0
4150 Olson Memorial Highway 2001 Street and Utility WSB Project No. 1304-002 DateMarch 6, 2001
A Suite 300
WSB Minneapolis, MN 55422 Reconstruction Project
763-54148M Figure Number
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; 6' WATERMAIN
a
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Highway 2001 Street and Utility WS B Project No. 1304M Dat0arch 6, 2001
A 4150 Olson Memoria Suite 300
WSB Minneapolis, MN 55422 Reconstruction Project Figure Number
763 541 A800
FAX 763_541 -1700
Rosemount, Minnesota 8
El
LU
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Lj
Lu
L
LEGEND:
— i— PROPOSED WATERMAIN
—>> PROPOSED STORM SEWER
PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
REMOVE/REPLACE BITUMINOUS
BITUMINOUS MILL/OVERLAY
❑146TH - TREET
VICINITY MAP
J
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R 14
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4150 Olson Memorial Highway 2001 Street and Utility VVSB Project No. 1304-002 DateMarch 6, 2001
Suite 300
WSB Minneapolis, MN 5M22 Reconstruction Project
FAX 763-5414800 Figure Number
A—iams, I— M-64 1 -1700
Rosemount, Minnesota 9
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0 50 100
LEGEND:
- i— PROPOSED WATERMAIN
—>> PROPOSED STORM SEWER
PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
REMOVE/REPLACE BITUMINOUS
BITUMINOUS MILL/OVERLAY
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LEGEND:
- i— PROPOSED WATERMAIN
—>> PROPOSED STORM SEWER
PROPOSED STREET CONSTRUCTION
PROPOSED BITUMINOUS TRAIL
PROPOSED CONCRETE DRIVEWAY APRON
REMOVE/REPLACE BITUMINOUS
BITUMINOUS MILL/OVERLAY
�� 46T
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- 4150 Olson Memorial Highway
2001 Street and Utility VVSB Project No. 1304002 Date:March 6, 2001
Suite 300 Reconstruction Project
WSB Minneapdis, MN 55422
- 763541-0600 PROPOSED POND GRADING Figure Number
& Associates, lnc. FAX 763 -541 -1700
Rosemount, Minnesota 10
�e
VICINITY
MAP
FUTURE STORM SEWER OUTLET
�
Rosemount, Minnesota
11
�
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�
LEGEND --------- - - - -^ - \/
— �_X PROPOSED WATERMA N
» 'PROPOSf D S,XORM' S ER
PROPG p�RE,> T NS R T I O
PROPOSED TUMIN6 S AIL
- '`PROPOSED CONCRE-fE, DR 1 WAY RON
C REMOVE /REPLACE BITUMIN S
0 BITUMINOUS MILL /OVERLAY
N
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0
0
:t
0
M
E 0 75 150
4150 Olson Memorial Highway
2001 Street and Utility VVSB Project No. 1304002 Date:March 6, 2001
' ,w, �� Suite 300 Reconstruction Project
/'/' Minneapolis, MN 55422
Figure Number
-
& Aswciales, /na
7635414800
FAX 763-541-1700
FUTURE STORM SEWER OUTLET
�
Rosemount, Minnesota
11
�
C.S.A.H. NO.42
n
r
r
C
APPENDIX B
OPINION OF PROBABLE COST
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001515
Page 15
(A, p
WS
&Ass-
2001 Street & Utility Reconstruction Project Opinion of Probable Cost
City of Rosemount Project No. 326
Schedule A - Streets - Dodd Boulevard (Delft Avenue to Shannon Parkway)
Item No.
Description
Quantity
Unit
Unit Cost Total
1
Mobilization
1
LS
$15,000.00
515,000.00
2
Clear & Grub
10
TREE
$400.00
$4,000.00
3
Remove Curb & Gutter
400
LF
$3.00
$1,200.00
4 j Remove CMP Culverts
820
LF
$5.00
$4,100.00
5 Remove Bituminous Pavement
7,700
SY
$2.00
$15,400.00
6
Adjust Sanitary Manholes
5
EA
_ $500.00 $2,500.00
$3.00 $1,650.00
7 Sawcut Bituminous Pavement
550
LF
8 Salvage Sign
20
EA
$15.00
i $300.00
9
1 Common Excavation
17,000
CY
$5.00
$85,000.00
10
Subgrade Excavation
7,400
CY
$5.00
$37,000.00
11
Granular borrow (LV)
9,250
CY
$7.00
$64,750.00
12
Subgrade Preparation
22
Rd Sta
$170.00
$3,740.00
13
Aggregate Base (100% Crushed) (8 ")
4,670
TN
$9.00
$42,030.00
14 Replace Gravel Driveway
15 Wearing Course (2 ")
16 Non Wearing Course (2 ")
17 Bituminous Driveway Pavement
360
950
950
200
SY
TN
TN
SY
$5.00
$31.00
$31.00
$15.00
$1,800.00
$29,450.00
$29,450.00
$3,000.00
18
Tack Coat
430
Gal
$2.00.
$860.00
19
_- _
Concrete Curb & Gutter Design B -618
4,900
LF $7.00 $34,300.00
20
Concrete Curb & Gutter Design B -612
60
1 LF $6.50 i $390.00
21 � Traffic Control - --
22 1 8" Concrete Driveway Pavement
1 � LS - �----
- - - - -�
$7,500.00 !
- - - - -- -
$7,500.00
$5,600.00
160
SY
$35.00
23
F &I Sign Panels Type C
80
SF
$20.00
$1,600.00
24
F &I Sign Panels, Type D
5
EA
$225.00
$1,125.00
25
4" Solid Double Line - Yellow Epoxy
2,200
LF
$0.50
$1,100.00
26
12" Crosswalk Line - White Epoxy
160
LF
$6.00
$960.00
27
8" Bituminous Trail
1,900
SY
$1 0
$19,000.00 1
28
Trees
20
EA
$300.00
$6,000.00
29
Shrubs
30
EA
$75.00
$2,250.00 _y
30
Sodding (w /4" Topsoil)
11,700
SY
$2.00
$23,400.00
.auuwa
+10% Contingencies
S ubtotal
+30% Administrative
p'YYY,YJ J . V V
$44,445.50
$488,900.50
$146,670.15
$635,570.65
' City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326 B
WSB Project No. 1304 - 001616 g
' Page 16 &An"iX a, Im.
2001 Street & Utility Reconstruction Project
Street & Utility Improvements and Appurtenant Work
City of Rosemount Project No. 326
Opinion of Probable Cost
Schedule B - Watermain - Dodd Boulevard (Delft Avenue to Shannon Parkway)
Item No.
Description
Quantity
Unit
Unit Cost
Total
1
Remove Existing 6" Watermain
2,200
LF
$5.00
$11,000.00
2
3
Remove Gate Valve
Remove Hydrant
13
3
EA $100.00
EA $400.00
$1,300.00
$1,200.00
4 8" DIP Class 52
2,700
LF
$19.00
$51,300.00 ti
5
! 6" DIP Class 52
60
LF
$17.00
$1,020.00
6
1" Type K Copper
650
LF
$15.00
$9,750.000
7
8" Gate Valve
10
EA
$600.00
$6,000.00
8
6" Gate Valve
4
EA
$450.00
$1,800.00
9
1" Corporation
13
EA
$50.00
$650.00
10
1" Curb Stop & Box
7
EA
$90.00
$630.00
11
Hydrant
4
EA
$1,400.00
$5,600.00
12
Temporary Water Service
1
LS
$3,000.00
$3,000.00
13
Connect to Existing Watermain
7
EA
$500.00
$3,500.00
14 Ductile Iron Fittings
2,500
LB $1.50
SY $20.00
$3,750.00
$400.00
15 4" Polystyrene Insulation
20
Subtotal j
$100,900.00 I
+10% Contingencies
$10,090.00
Subtotal
$110,990.00
+30% Administrative
$33,297.00
Grand Total 1
$144,287.00
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001717
Page 17
/ A
rrSB
& asrociatea, /nc
2001 Street & Utility Reconstruction Project
Street & Utility Improvements and Appurtenant Work
City of Rosemount Project No. 326
Schedule C -Storm Sewer -Dodd Boulevard (Delft Avenue to Shannon Parkway)
Opinion of Probable Cost
Item No. Description
Quantity
Unit
Unit Cost
Total
1 18" RC Pipe Apron w/Trash Guard
1
EA
$700.00
$700.00
2
30" RC Pipe Apron w /Trash Guard
1
EA
$1,200.00
$1,200.00
3
15" RC Pipe Sewer Des. 3006 CL V
1,320
LF
$21.00
$27,720.00
4
18" RC Pipe Sewer Des. 3006 CL III
130
LF $23.00
$2,990.00
5
6
24" RC Pipe Sewer Des. 3006 CL 111
30" RC Pipe Sewer Des. 3006 CL III
360
490
LF
LF
$28.00
$36.00
$10,080.00 i
$17,640.0
7
8
Const. Drainage Structure Des. 48 -4020
Const. Drainage Structure Des. 60 -4020
38
22
LF
LF
$150.00
$200.00
$5,700.00
$4,400.00
9
10
Const. Drainage Structure Des. 72 -4020
Const. Drainage Structure Des. Spec 1 (2' x 3' CB)
21
16
LF
EA
$275.00
$1,000.00
$5,775.00 - i
$16,000.00
11
Casting Assembly
15
EA
$300.00
$4,500.00
12
Randon Rip Rap CL IV
20
CY
$60.00
$1,200.00
13
I 14
Geotextile Fabric Type IV
on Excavation Pond Eion
30
16000
SY
CY
$2.00
$2.00
$60.00
$32,000.00
15
Silt Fence
200
_
LF
$2.00
$400.00
16
Seeding
3.50
Acres
$1,000.00
$3,500.00
Subtotal $133,865.00
1
+10% Contingencie s $13,386.50
Subtotal $147,251.50 `
+30 %Adnvnistrative $44,175.45
Grand Total $191 426.95
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project A
City Project No. 326 B
WSB Project No. 1304 - 001818_
Page 18
2001 Street & Utility Reconstruction Project
Street & Utility Improvements and Appurtenant Work
City of Rosemount Project No. 326
Opinion of Probable Cost j
Schedule D - Watermain - Danville Avenue (Dodd Boulevard to 700 Feet North)
Item No. Description
Quantity
Unit
Unit Cost
Total
1 Remove 6" Watermain
50
LF
$5.00
$25 0.00
2
Remove 1" Copper
400
LF
$4.00
$1,600.00
3
Remove Bituminous Pavement
1,800
SY
$2.00
$3,600.00
4
Remove Concrete Curb & Gutter
1,200
LF
$3.00
$3,600.00
5
Common Excavation
1,300
CY
$5.00
I $6,500.00
6
Gr anular Borrow
1,625
CY
$7.00
$11,375.00
7 Aggregate Base (100% Crushed) (8 ")
1,000
Tons
$9.00
I
$9,000.00
8
Wearing Course (2 ")
210
Tons
$31.00
$6,510.00
9 Non Wearing Course (2 ")
10 Bitu minou s Driveway Pavement (B61
210
50
Tons $31.00
SY $15.00
$6,510.00
$750.00 1
1 Tack Coat
100
Gal $2.00
$200.00
I
12
Concrete Curb & Gutter
1,200
LF
$=
�
13
8" DIP CL 52
650
LF
$19.00
$12,350.00
14
1 " Type K Copper
400
LF
$15.00
$6,000.00
15
8" Gate Valve
1
EA
$600.00
$600.00
I 16
1" Corporation
13
EA
$50.00
$650.00
1
17
Temporary Water Service
1
LS
$5,000.00
$5,000.00
L 18
Connect to Existing Watermain
1
EA
$500.00
$500.00
19 !
DIP Fittings
450
LB
$1.50
$675.00
20
Sodding
1500 SY $2.00
$3,000.00
Subtotal
$87,070.00 1
+10% Contingencies
$8,707.00 I
Subtotal
i
$95,777.00
+ 30% Administrative
$28,733.10
Grand Total
$124,510.10
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304- 001919
Page 19
/�
WSB
& IMs
2001 Street & Utility Reconstruction Project
Street & Utility Improvements and Appurtenant Work
r:r.. ,.t 1M------ I
Opinion of Probable Cost
I
- - - Grand Total I $50,543.35
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project -
City Project No. 326 w B
WSB Project No. 1304 - 002020 =_
Page 20 &''s"° Wa, r*a
Schedule E - Milling /Overlaying - Danville Avenue (700 Feet North of Dodd Boulevard to Upper 145" Street)
Upper 145" Street (Delft Avenue to Danville Avenue)
146" Street (Danville Avenue to 175 ft East)
Item No.
Description
Quantity
Unit
Unit Cost Total
— 1 Mill Bituminous Pavement (1 '/2 ")
4,950
SY
$1.00 $4,950.00
2
Remove Bituminous Pavement
110
SY
$2.00
$220.00
3
Remove Curb & Gutter
400
LF
$3.00
$1,200.00
4
Wearing Course (1 33 /2 ")
500
Tons
$31.00
$15,500.00
5
Tack Coat
570
Gal
$2.00
! $1,140.00
6 Concrete Curb & Gutter Design B -618
400
LF $7.00
$2,800
7 Sawcut Bitumino Pa vement
150 LF
$3.00
j $4 50.00
i
8 12" RC Pipe Sewer DES. 3006 CL V
30
LF
$19.00
$570.00
9
15" RC Pipe Sewer DES. 3006 CL V
215
LF
$21.00
$4,515.00
10
Const. Drainage Structure DES. Spec 1 (2'x 3' CB)
3
EA
$1,000.00
$3,000.00
11
Connect to Existing Storm Sewer
2
EA
$500.00
$1,000.00
Subtotal
i
+10% Contingencies
Subtotal
+30% Administrative
$35,345.00
$3,534.50
$38,879.50
$11,663.85
- - - Grand Total I $50,543.35
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project -
City Project No. 326 w B
WSB Project No. 1304 - 002020 =_
Page 20 &''s"° Wa, r*a
2001 Street & Utility Reconstruction Project
Street & Utility Improvements and Appurtenant Work
City of Rosemount Project No. 326
Opinion of Probable Cost
Schedule F -146" Street - Drainage Correction
Item No.
Description
Quantity
Unit
Unit Cost
Total
1 !
Remove Bituminous Pavement
800
SY
$2.00
$1,600.00
2 Remove Concrete Curb & Gutter
450
LF
$1,350.00
3 Y
Common Excavation
_
330
CY
_$
$5.00
$1,650.00
4
Granular Borrow (LV)
410
CY
$7.00
$2,870.00
5
Concrete Curb & Gutter Design B -618
450
LF
$7.00
$3,150.00
6
Aggregate Base (100% Crushed) (8 ")
500
SY
$9.00
$4,500.00
7 _.—
Wearing Course (2 ")
100
Ton_
$31.00
$3,1 00.00 l i
8
Non Wearing Course (2 ")
100
Ton
$31.00
1 $3,100.00
9
Sodding (w/4" Topsoil)
600
SY
$2.00
$1,200.00
10
Landscaping
1
LS
$1,000.00
i
$1,000.00
Subtotal
+10% Contingencies
Subtotal
+30% Administrative j
$23,520.00
$2,352.00
$25,872.00
$7,761.60
Grand Total I $33,633.60
City of Rosemount – Feasibility Report
2001 Street and Utility Reconstruction Project /,/,�
City Project No. 326 WSB
WSB Project No. 1304- 002121
Page 21 & Arrocww, Inc.
u
Total Project Costs
Schedule A - Streets - Dodd Boulevard (Delft Avenue to Shannon Parkway)
$635,570.65
Schedule B - Watermain - Delft Avenue to Shannon Parkway
$144,287.00
Schedule C -Storm Sewer -Dodd Boulevard (Delft Avenue to Shannon Parkway)
$191,426.95
i
j Schedule D - Watermain - Danville Avenue (Dodd Boulevard to 700 Feet North)
-
$124,510.10
Schedule E - Milling /Overlaying - Danville Avenue (700 Feet North of Dodd Boulevard to Upper
145' Street); Upper 145' Street (Delft Avenue to Danville
$50,543.35
j
Avenue); 146' Street (Danville Avenue to 175 ft East)
Schedule F - 146 Street- Drainage Correction $33,633.60
Total Schedules A - F $1,179,971.65
City of Rosemount – Feasibility Report
2001 Street and Utility Reconstruction Project A
City Project No. 326 /w, B
WSB Project No. 1304 - 002222
Page 22 &A mc W,Im
u
APPENDIX C
TRAFFIC COUNTS / PAVEMENT DESIGN
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
' WSB Project No. 1304 - 002323
Page 23
,,AA,
WSB
&A
0
0
0
■
F
o E Ti V
n0' F1 I
D�
EE
*4138* �
0
2 38 0 aS
7 J 5
Cl) >
C
1534 <
: Z V
51 9 4 F
T 5274*
El
EM
g <?
El
E:n
'? � I -'-%/ 1.t I I� //: \' - I I I I I I I I i! rmN ._ � --
1999 TRAFFIC COUNTS
0 400 900
COUNTS TAKEN IN SEPTEMBER, 1999
ALL OTHERS TAKEN IN OCTOBER, 1999
4150 Olson Memoria Highway 2001 Street and Utility VV5B Project No. 1304-002 Date:March 6, 2001
A Suite 300
WSB Minneapolis, MN 55422 Reconstruction Project Figure Number
763 541-4800
A Associates, Inc. FAX 763-541-1700 TRAFFIC COUNTS
iffff
Rosemount, Minnesota 12
1
-
BITUMINOUS PAVEMENT DESIGN
'
STREET: Dodd Boulevard Date:
14- Mar -01
PROJECT: CE 326
CITY: Rosemu nt, MN WSB Project No.:
1304-002
'
SAP No.:
Present Average Daily Traffic (ADT) :
1534
'
Annual Growth Factor (0 % -6 %) :
3.50%
Number of Lanes:
2
Design Years: 20 Design Year Projection Factor :
1.99
Time Growth Factor : -
28.28
'
20 Year Projected ADT :
3052
"R" Value :
70
Bituminous Pavement Design Strength (7, 9, or 10 Ton) :
9
'
Design Lane AADT :
1526
PRESENT DAILY N18 CALCULATION:
'
Vehicle Metro Design Metro
Design Lane
Type % of ADT Distribution N18 Factor
Daily N18
1 83.50% 1274 0.0004
0.51
'
2 9.00% 137 0.007
0.96
3 1.60% 24 0.01
0.24
4 1.80% 27 0.25
6.87
'
5 0.50% 8 0.58
4.43
6 0.30% 5 0.39
1.79
7 0.40% 6 0.51
3.11
'
8 2.40% 37 1.13
41.39
9 * **
10 0.50% 8 0.57
4.35
'
11 2.40
Present Daily N18 :
63.65
Design (sigma N18) = 365 x (time growth factor) x (present daily N18)
'
Granular Equivalent Required:
14.50
Granular Equivalence Calculation
'
G. E.
Granular
Inches Material Factor
Equivalence
2 2341, 2361 Bituminous Wear 2.00
4.00
'
2331 Bituminous Wear 2.00
2331 Bituminous Binder 2.00
2 2331 Bituminous Base 2.00
4.00
'
8 Cl. 5, Cl. 6 Aggregate Base 1.00
8.00
Cl. 3, Cl. 4 Aggregate Base 0.75
Select Granular Material 0.50
Total G.E.
16.00
The Total G.E. Meets or Exceeds The Required G.E.
657,000
C
r
APPENDIX D
PRELIMINARY ASSESSMENT ROLL
City of Rosemount — Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 - 002424
Page 24
, A p
WS
&.Jssociates, lrr.
SEGMENT 1 - DODD BOULEVARD (SHANNON PARKWAY TO DELFT AVENUE)
M M M M M M M
PID
34 -03010 -010 -52
Total
Fee Owner Property Address Parcel Frontage
I
Katrina Walter & Kenneth Walter 14785 Dodd Blvd 1 158
Janet R. Oster 14793 Dodd Blvd 2 97
City of Rosemount 2875145" Street W 3 N/A
Street
Assessment
Water Total Assessment
Assessment
$1,935.50 $6,735.50
$1,188.25 $3,588.25
$0.00
$4,800.00 **
34- 03010 -030 -52
34 -03010 -040-52
$2,400.00
$0.00
34 -03010 -050 -52
Patricia J Anderson
3385 Mcandrews Rd
4
N/A
$4,800.00#
$4,800.00
34 -03010- 100-52
Mary A. Wolfe
14885 Dodd Blvd
5
231
$2,400.00
$2,400.00
34 -03010 -002 -56
Julie Anne Johnson
14966 Dodd Blvd
53
NA
$1,287.00##
$1,287.00
34 -03010 -001 -56
Tracy L & Nancy Mlynarczyk
14968 Dodd Blvd Apt 1
53
$1,287.00##
$1,287.00
34 -03010 -004-56
Misty M. May
14962 Dodd Blvd
53
$1,287.000
$1,287.00
34 -03010 -003 -56
Troy a Teal
14964 Dodd Blvd
53
$1,287.000
$1,287.00
34 -03010- 001 -55
Thomas JR & Cindy Boyd
14960 Dodd Blvd
54
143
$1,287.000
$1,287.00
34 -03010 -002 -55
Thomas JR & Cindy Boyd
14958 Dodd Blvd
54
$1,287.00##
$1,287.00
34 -03010 -003 -55
Kirk F Rothenberger
14956 Dodd Blvd
54
$1,287.00##
$1,287.00
34- 03010 - 004 -55
Jeffrey Wirth
14954 Dodd Blvd
54
$1,287.000
$1,287.00
34 -03010 -010 -54
Kevin J & M K Ervasti
14950 Dodd Blvd
55
315
$4,800.00'*
$4,800.00
34- 03010 -020 -54
Wesley & Diane Rolfing
14930 Dodd Blvd
56
141
$2,400.00
$2,400.00
34 -03010 -040-52
Christopher Ostertag
461 Theis Dr.
57
343
$7,200.00 * **
$7,200.00
34- 15207 -010-00
City of Rosemount
2875 145th St W
58
N/A
$0.00
$0.00
34 -03010 -020 -52
Thomas & Sharon Piekarski
14800 Dodd Blvd
59 T 176
$2,400.00
$2,156.00
$4,556.00
Toil
$41,496.00
$5,279.75
$46,775.75
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
Page 25
II
WSB
& Arrociurer, Inc.
SEGMENT 2 - DANVILLE AVENUE (DODD BOULEVARD TO 700 NORTH)
PID
Fee Owner
Richard Mark Plafcan
Charlene L Weatherly
Total
Property Address Parcel Frontage
14870 Danville Ave W 6 84
Street
Assessment
Water Total Assessment
l I
Assessment
$2,185.00
$2,185.00
$2,185.00
$2,185.00
$2,185.00
34 -03010- 110 -52
$2,185.00
34-03010 -090-52
14860 Danville
14854 Danville Ave.
7
NA
$2,185.00
34-03010-080 -52
Carolyn Randolph
8
NA
$2,185.00
$2,185.00
$2,185.00
34- 15203 -130 -02
Dakota County HRA
2496 145th St W
9
NA
3415203- 120 -02
Brent D & Ann M Morrison
14840 Danville Ave W
10
NA
34- 15203 - 110 -02
Craig S Hiram
14826 Danville Ave W
11
NA
$2,185.00
$2,185.00
34-15203-110-01
Robert C & Camela Horton
14811 Danville Ave W
46
NA
$2,185.00
$2,185.00
34 -15203 -120 -01
Blane & Ann Voigt
14833 Danville Ave W
47
NA
$2,185.00
$2,185.00
3415203 -130 -01
Douglas J & Rebecca Busho
14849 Danville Ave W
48
NA
$2,185.00
$2,185.00
34- 15203 -140 -01
Louis & Hildegarde Gramsey
825 Crystal Lake Rd E
49
NA
$2,185.00
$2,185.00
34- 15203 -150 -01
Helene T Broback
14378 Embry Ct
50
NA
$2,185.00
$2,185.00
34 -15203 -160 -01
James & Evelyn Saylor
14891 Danville Ave W
51
NA
$2,185.00
$2,185.00
34- 15203 -170 -01
Timothy & Erin M Zemanovic
14915 Danville Ave W
52
NA
$2,185.00
$2,185.00
Total
$28,405.00
$2,156.00
$28,405.00
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
Page 26
IA, Q
WS
& Arsociates. lnc.
SEGMENT 3- DANVILLE AVENUE 700' NORTH OF DODD BOULEVARD TO UPPER 145'" STREET)
PID
34- 15203 -100 -02
34- 15203 -090 -02
34- 15203 -080 -02
Fee Owner Property Address
Robert T & Theresa M Lesher 14796 Danville Ave W
Robert C & Edna Sorensen 14774 Danville Ave W
Christopher & Angela Chapman 14760 Danville Ave W
Parcel
Total Street
Frontage Assessment
NA $398.28
NA $398.28
NA $398.28
I Water
Assessment
Total Assessment
i
$398.28
12
13
$398.28
$398.28
14
34- 15203 -070 -02
34- 15203 -060 -02
Douglas F & Karen E McCrillis
14748 Danville Ave
15
NA
$398.28
$398.28
$398.28
Robert J Custer
14724 Danville Ave W
16
NA
I $398.28
24- 15203 - 050 -02
Allan H & Candace Meyer
25921 Dodd Blvd
17
NA
$398.28
$398.28
24- 15203 -040 -02
Harry R & Sally Willcox
14674 Danville Ave W
18
NA
$398.28
$398.28
34- 15203 -030 -02
Jon K & Jacqueline D Edman
14660 Danville Ave W
19
NA
$398.28
$398.28
3415203 -020 -02
Audrey G Cummings
14642 Danville Ave W
20
NA
$398.28
$398.28
34- 15203 -010 -02
Marianne Nelson
14626 Danville Ave W
21
NA
$398.28
$398.28
34- 15204 -120 -03
Robert J & Sharon Y Olson
14590 Danville Ave W
23
NA
$398.28
$398.28
3415204 -110 -03
James M & Monica Bjelland
14580 Danville Ave W
24
NA
$398.28
$398.28
34- 15204 -100 -03
Phonethip Wathanaphone & Southark
14570 Danville Ave W
25
NA
$398.28
$398.28
34- 15204 -090 -03
Stephen B Tste Muma & Vivian F Tste Muma
14560 Danville Ave W
26
NA
$398.28
$398.28
3415204 -080 -03
Ross E & Marilyn D Benz
14550 Danville Ave W
27
NA
$39828
$398.28
34- 15204 -070 -03
Donald JR & Mary Moehde
14540 Danville Ave W
28
NA
$398.28
$398.28
34- 15204 -060 -03
Jay P Hunt
4315 Upper 145th St W
29
NA
$39828
$398.28
34- 15204 -050 -03
Karen A Oberg
4325 Upper 145th St W
30
NA
$39828
$398.28
$398.28
$398.28
-
! $398.28
- -- -
$398.28
34 -15204 -040 -03
Laurie A Mahner & Leonard L Laska
4345 Upper 145th St W
31
NA
$39828
34- 15204 -150 -02
34- 15204 -160 -02
34- 15204 -170 -02
Michael & Eileen McDonough
14555 Danville Ave W
32
NA
$398'28
$398.28
$398.28
Erick R & Pamela A Lindquist
14565 Danville Ave W
14575 Danville Ave W
33
34
NA
NA
- T
�
Eldore M & Joan F Lillo
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
Page 27
, A Q
WS
34- 15204 - 180 -02 Gregory & Michelle Labelle
34- 15203 -010 -01 Ardene Ewer Langfield
34- 15203 -020 -01 Richard &Debra Churchill
—
34- 15203 -030 -01 James A & Joyce L Anderson
14587 Danville Ave
14617 Danville Ave W
- - - - --
14637 Danville Ave W
14655 Danville Ave W
14669 Danville
35
NA
398 "28
$398.28
$398.28 --
!
$398.28
$398.28
$398 28
_ - - 1
$398.28
$398.28
$398.28 1
$398,28
36
NA
NA
NA
NA
NA
37
38
34- 15203 -040 -01 Kurt J A & Janet K Traver
34- 15203 -050 -01 Michael & Lidia Morales
39
40
$398.28
14685 Danville Ave W
$398.28
34- 15203 -060 -01
Joanne J Cope
14717 Danville Ave W
41
42
NA
NA
NA
$398.28
$398.28
$398.28
$398.28
34- 15203 -070 -01
34- 15203 -080 -01
David M & Debra Drake
14737 Danville Ave W
Donald & Michelle Iverson
14755 Danville Ave
43
$398.28
$398.28
34- 15203 -090 -01
Christopher J Targia & Melanee L. Targia
14769 Danville Ave W
44
NA
$398.28
$398.28
34- 15203 -100 -01
Barry C & Teresa Bellows
14785 Danville Ave W
45
NA
$398.28
$398.28
Total
$13,143.24
$13,143.24
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00
Page 28
,A, O
WS
IIIIIIIIIIIIIIIIIIIIIL
& As iuier, hie
GRAND TOTAL OF SEGMENTS 1-4 $45,161.24 $3,123.75 $85,952.99
*Water assessments are based on $12.25 /front foot plus the cost of the service line.
## Street assessments for high density residential property is based on one -half of the cost of a 28' wide street or $ 36 /front foot
* *Two driveways existing. Can be reduced by $2,400 if one driveway is closed.
** *One existing driveway but services installed in 2000 for 3 buildings (Defer $4800 until the other units are constructed).
#Defer one assessment $2,400 until lot is constructed.
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00 WS
age
$Associates, Gsc.
SEGMENT 4 - 14 T "
STREET (DANVILLE AVENUE TO DANBURY WAY)
Total
Street
Water Total Assessment
PID
Fee Owner Property Address
Parcel Frontage
Assessment
Assessment
34-15202-110-01
Dennis & Marlene Heinzen 14587 Danbury Ave
22 NA
$2,185.00
$2,185.00
Total
$2,185.00
$2,185.00
GRAND TOTAL OF SEGMENTS 1-4 $45,161.24 $3,123.75 $85,952.99
*Water assessments are based on $12.25 /front foot plus the cost of the service line.
## Street assessments for high density residential property is based on one -half of the cost of a 28' wide street or $ 36 /front foot
* *Two driveways existing. Can be reduced by $2,400 if one driveway is closed.
** *One existing driveway but services installed in 2000 for 3 buildings (Defer $4800 until the other units are constructed).
#Defer one assessment $2,400 until lot is constructed.
City of Rosemount - Feasibility Report
2001 Street and Utility Reconstruction Project
City Project No. 326
WSB Project No. 1304 -00 WS
age
$Associates, Gsc.