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CITY COUNCIL AGENDA REPORT
MEETING DATE: NOVEMBER 10, 2014
AGENDA#: 9A
PREPARED BY: KATY GEHLER, PUBLIC WORKS DIRECTOR
PRESENTED BY: KATY GEHLER, PUBLIC WORKS DIRECTOR
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION ACCEPTING THE FEASIBIL-
ITY REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER
THE IMPROVEMENT OF HIGHLAND, MARSH, SKYLINE, GRAINWOOD,
AND EAU CLAIRE.
DISCUSSION: Introduction
The purpose of this agenda item is to accept the Feasibility Report and
schedule a Public Hearing to be held on November 24, 2014 for the im-
provement of Highland, Marsh, Skyline, Grainwood, and Eau Claire.
Histo
Each year the City reconstructs street segments that are scheduled for re-
construction as part of its Capital Improvement Program (CIP) and have ex-
ceeded their useful design life. The City uses the Capital Improvement Pro-
gram and its Pavement Management Program to plan for infrastructure im-
provements and the financing for capital improvements. Special assess-
ments were planned to be part of the financing for this projects. Minnesota
Statute Chapter 429 identifies a process that applies to all projects that will
be financed in whole or in part through special assessments or bond pro-
ceeds.
At its August 25, 2014 meeting the City Council adopted Resolution 14-125
and 14-126 authorizing staff to prepare a Feasibility Report for the Improve-
ment of Highland, Marsh, Skyline, Grainwood, and Eau Claire which is the
first step in the 429 process. The next step for the Council to accept the
feasibility study and call for the Improvement Hearing. At the Improvement
Hearing, interested persons may voice their concerns, whether or not they
are in the proposed assessment area. A reasonable estimate of the total
amount to be assessed and a description of the methodology used to calcu-
late individual assessments for affected parcels must be available at the
hearing.
Current Circumstances
The 2015 Road Reconstruction Project includes three distinct areas. The
first is what is known as the Fisher Farm area on the west side of County
Road 21, the second is the Grainwood area on the East side of CR 21 and
the third is north of Grainwood along Eau Claire and 154th. These three are-
as will be considered separately for the purposes of assessments, however
the construction contract is recommended to include all three to provide cost,
scheduling and project administration efficiencies.
The Fisher Farm and Grainwood areas were both platted in the late 70's with
the road and utility infrastructure being installed in 1977. These areas lack
curb and gutter and storm sewer which were recommended in the Feasibility
Report. The road and utility improvements along Eau Claire and 154th were
installed slightly later in 1983. A map of the project area (Figure 1) is includ-
ed in the Feasibility Report.
The proposed improvements consider replacement or addition of street,
storm sewer, storm water quality, sanitary sewer, watermain, concrete curb
and gutter, and appurtenant work depending on the existing conditions.
The Feasibility Report includes total estimated costs, preliminary assess-
ment amounts, and a project financing summary. Also included in the report
are design criteria, estimates and information on watermain, sanitary sewer,
storm sewer, and streets. Details on each can be found in the Feasibility
Report.
A neighborhood meeting was held on October 23, 2014 to provide residents
input on the project, most importantly sharing problems or issues they have
observed. In addition the engineer reviewed the standards and potential op-
tions being considered with the project.
Conclusion
In summary, the project is feasible from an engineering and economic
standpoint. Approval of the Feasibility Report is the next step in the 429 pro-
cess and does not grant final approval of the project. If the Council accepts
the Feasibility Report, the Chapter 429 special assessment statute requires
the Improvement Hearing be conducted before the City Council considers
ordering the project.
A public hearing is proposed for November 24, 2014. At that meeting the
proposed improvements, project schedule and assessments will be present-
ed to residents.
ISSUES: The Assessment Review Committee met on October 28th, 2014, at which
time the assessment map, assessment method and assessment amounts
were discussed and recommendations made. Results of the discussion and
recommendations will be shared with the Council.
FINANCIAL The 2015 Road Reconstruction Project is proposed to be financed by Spe-
IMPACT: cial Assessments, tax levy, Sewer Fund, Water Fund, and Water Quality
Fund. The assessment amount is based on 40% of the cost of the street
and storm sewer improvements. Note that the amount of the assessment
will be calculated based on the final construction cost once the project is
completed. The amount shown in the table below is an estimate based on
the estimated construction costs calculated in the Feasibility Report. Fund-
ing sources and amounts are as shown below:
Highland/ Grainwood/ Eau Claire/154th
Marsh/Skyline Eau Claire (Reclamation/
Reconstruction) (Reconstruction Overlay)
Assessments $681,732 $448,163 $3,234
i
Sewer Fund $553,785 $364,464 $792
Water Fund $638,764 $431,625
Water Quality Fund $162,863 $72,978
Tax Levy $859,735 $599,266 $185,580
Total Project Cost $2,896,880 $1,916,497 $189,606
Estimated Unit $9,469 $8,619 Overlay
Assessment N/A
Assessable Units 72 52
Project Linear Feet 3532 2448
ALTERNATIVES: 1. Approve a Resolution accepting the Feasibility Report and establishing a
Public Hearing date.
2. Deny this item for a specific reason and provide staff with direction.
3. Table this item until some date in the future.
RECOMMENDED Motion and second for alternative#1.
MOTION:
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4646 Dakota Street SE
Prior Lake,MN 55372
RESOLUTION 14-xxx
A RESOLUTION ACCEPTING THE FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING
FOR THE IMPROVEMENT OF HIGHLAND, MARCH, SKYLINE, GRAINWOOD,AND EAU CLAIRE,
CITY PROJECT#TRN15-000004
Motion By: Second By:
WHEREAS, Pursuant to Resolutions 14-125 and 14-126, the City Council, on August 25, 2014
ordered a Feasibility Report to be prepared by the City's Engineering Department with
reference to the Improvement Highland, Marsh, Skyline, Grainwood, and Eau Claire; and
WHEREAS, The Feasibility Report for the Improvement of Highland, Marsh, Skyline, Grainwood, and
Eau Claire dated November 2014 contains information that the proposed project is
necessary, cost effective, and feasible.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA
as follows:
1. The recitals set forth above are incorporated herein.
2. The City Council hereby accepts the Feasibility Report as submitted.
3. The Council will consider the improvement of such streets and areas in accordance with the Report and
the assessment of property as described in the Report for all or a portion of the cost of the improvements
pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvements of
$5,002,982.
4. A Public Hearing shall be held on such proposed improvements on the 24th of November, 2014 at Prior
Lake City Hall, with the address of 4646 Dakota Street SE, City of Prior Lake, Minnesota at 7:00 p.m.
statutory notice and publication requirements shall be followed.
PASSED AND ADOPTED THIS 10th DAY OF NOVEMBER 2014.
VOTE Hedberg Keeney McGuire Morton Soukup
Aye ❑ ❑ ❑ ❑ ❑
Nay ❑ ❑ ❑ ❑ ❑
Absent ❑ ❑ ❑ ❑ ❑
Abstain ❑ ❑ ❑ ❑ ❑
Frank Boyles, City Manager
CERTIFICATION
Preliminary Engineering Report
for
2015 Street Reconstruction Project
City of Prior Lake
Prior Lake, MN
T18.109027
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the
State of Minnesota.
By:
Cory L. Bienfang, P.E.
License No. 51292
Date:
On August 25, 2014, the Prior Lake City Council adopted Resolution 14-125 and 14-126,
which ordered the preparation of a Feasibility Report for improvements to the City of Prior
Lakes 2015 Street Reconstruction project area listed below:
West side of County Road 21
Highland Avenue
·
Skyline Avenue
·
Marsh Street
·
East side of County Road 21
Grainwood Circle
·
Eau Claire Trail
·
Eau Claire Circle
·
th
154 Street
·
Figure 1
See in Appendix A for the proposed project location map.
This report will review the existing conditions in the project area and discuss, in detail, the
proposed improvements. The proposed street improvements will consist of two methods:
full street reconstruction and full depth reclamation. The utility improvements will consist
of watermain replacement, sanitary sewer replacement, and storm sewer upgrades. It will
also provide preliminary cost estimates for the proposed improvements with financing for
the project coming from a combination of special assessments, the Citys general tax levy,
and the Citys sewer and water utility funds.
Figures 2 and 3
See in Appendix A for the proposed street improvements map.
Figures 4 and5
See in Appendix A for the existing City owned utilities that are proposed
to be replaced.
If the City decides to proceed with the proposed street and utility improvements described
in this report, it is anticipated construction would begin in 2015 as shown in the detailed
project schedule found on page 26.
The City has a Capital Improvement Program (CIP) which prioritizes the infrastructure
improvement needs within the City and has identified the above listed project area as
requiring improvement during the 2015 calendar year. The deteriorated bituminous surface
and aging utility infrastructure resulted in the selection of these neighborhood areas.
A neighborhood meeting was held on October 23, 2014. The purpose of the meeting was
to inform the property owners located within the project area of the improvements being
considered, to gather input from the impacted residents, and to answer any questions that
the property owners had. Successful projects incorporate a very proactive public process in
order to provide information and awareness of the project, as well as to provide comments
on potential design options. To facilitate this public input a project questionnaire has been
developed, informational pamphlets were distributed (explaining typical infrastructure
projects and detailing the MN Statue 429 Assessment Process), and a project website is
available with up-to-date project information. Copies of the completed questionnaires
already returned to the City can be found in Appendix E.
MARSH STREET
Existing Conditions
th
Marsh Street, between County Road 82 (154 Street) and Highland Avenue, is a local
residential road in Prior Lake. The road runs west/east in the central portion of the
City and serves residential single family homes with direct access.
Marsh Street exists as an approximately 31-foot wide bituminous roadway with low
bituminous curb. The pavement width is measured from edge of bituminous to edge
of bituminous. There are no sidewalks, trails or street lights in place along Marsh
Street and Right-of-Way encroachments are found within the boulevard on both sides
of the street. City records show the roadway, water main, sanitary sewer, and storm
sewer were constructed in 1977.
The bituminous pavement within the study area exhibits wear and distress due to
traffic loading as well as typical weathering effects experienced with aged asphalt
pavement. Significant roadway patching is visible and the existing pavement
contains large transverse cracking (cracks running perpendicular across the roadway)
and significant alligator-type cracking. Alligator cracking in pavement is an indicator
of potential subgrade problems. Soil borings were completed along Marsh Street by
Element Materials Technology to determine the existing roadway section. The
existing bituminous pavement thickness ranges from 3.5 to 4.0 inches with a sand and
gravel aggregate base thickness of approximately 4.0 inches. Existing subgrade soils
found beneath the aggregate base consisted of a clayey sand fill material.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for Marsh Street is a 28, making it a candidate for
reconstruction.
Existing OCI for Marsh Street
From Street To Street OCI
County Road 82 Skyline Ave 28.92
Highland Ave Skyline Ave 26.92
There is an existing 8-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of Marsh Street. Service lines to individual homes within the project
area are anticipated to be ¾-inch or 1-inch diameter copper pipe. City records show
multiple water main breaks have been experienced in this area.
There is an existing 8-inch vitrified clay pipe (VCP) sanitary sewer main which runs
the entire length of Marsh Street starting upstream at the manhole at Highland
Avenue and ending downstream at the manhole within the turnaround on the far east
end. The sewer main then runs from this manhole within the turnaround to the south
between the houses and connects into the sewer main in Skyline Avenue. The
existing condition of the sanitary sewer system was documented by videotaping of the
sewer main and televising revealed the presence of some root penetration and cracks
in the pipe. Root penetration is significant because it implies failure in the pipe joints
where groundwater can seep into the system. The groundwater infiltration adds to the
volume of wastewater being treated. Pipe cracks can lead to pipe collapse and
sewage backups if left untreated. Service laterals to individual homes within the
project area are anticipated to be 4 VCP.
There is an existing storm sewer system within Marsh Street consisting of a
catchbasin structure on each side of the roadway located in between the turnaround at
Highland Avenue and the Skyline Avenue intersection. The collected stormwater is
piped by reinforced concrete pipe (RCP) to the north between two houses and
connects into storm sewer within County Road 82. There is also a catchbasin
structure located within the turnaround on the east end of the street which outlets into
the pond area in the southwest quadrant of the intersection of County Road 21 and 82.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for Marsh Street is a complete reconstruction of the existing
road section. The new roadway is proposed to be constructed with new concrete curb
and gutter to improve drainage and support the edge of pavement. Final
determination of whether the new curb and gutter will be B618 or mountable will be
made during final design. Curb and gutter of the B618 variety has better water
conveyance properties, eliminates off tracking from on-street parking, and better
suited to keep snow plows within the roadway during snow removal operations. Curb
and gutter of the mountable variety is the current City standard, allows for
unrestricted property access and generally less intrusive when added to an existing
neighborhood without any existing curb and gutter. The new roadway width is
proposed to be constructed in accordance to the current City standard of 32-feet back
of curb to back of curb. The new roadway horizontal alignment and vertical profile is
expected to remain similar to the existing roadway.
The street will be reconstructed to a minimum 7-ton design requirement, which holds
up to garbage truck, school bus, and infrequent contractor truck loading. Based on
geotechnical recommendations the proposed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
8.0-inches of Class V aggregate base
24.0-inches of select granular borrow
It is recommended that geotextile fabric be installed at the bottom of the street section
to provide separation of the new street section materials from the existing sub-grade
soils and provide additional structural support. Additionally, subsurface drain tile
will be installed at the bottom of the street section under the curb line to help ensure
the new roadway section will remain free draining. This helps to reduce stress on
pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have
shown are discovered, additional subgrade excavation and replacement material will
be required.
All driveways will be replaced with new like material within the City Right-of-Way,
from the new back of curb to edge of Right-of-Way. All disturbed boulevard areas
will be restored with 5.0-inches of topsoil and new sod.
Figure 6
See in Appendix A for the proposed typical street section for Marsh Street,
including a detail for B618 and mountable concrete curb and gutter.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed
improvement for the existing sanitary sewer along Marsh Street is full replacement of
the existing 8-inch VCP with new 8-inch polyvinyl chloride (PVC) pipe. All sanitary
sewer manholes are proposed for replacement with new precast concrete structures
and new castings that meet City standards.
The proposed improvement for the existing sanitary sewer located between the
existing houses is to be full length lining of the existing main with a cured-in-place
pipe (CIPP).
All sewer services are proposed for replacement from the new main to the property
line (City Right-of-Way) with new PVC wyes and 4-inch PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and break history, the proposed improvement for
the existing watermain along Marsh Street is full replacement with new 8-inch ductile
iron pipe (DIP). All hydrants, valves, and fittings will also be replaced along with the
mainline pipe.
All water service lines to individual residences are proposed for replacement from the
new main to the property line (City Right-of-Way) with new 1-inch copper lines and
curb stop and box.
Proposed Storm Sewer Improvements
The existing catchbasins along Marsh Street are recommended to be removed and
replaced with new catchbasins meeting current City standards. The existing storm
sewer pipe network will be analyzed based on hydraulic performance and structural
condition during final design. Additionally, stormwater quality improvements will be
analyzed to help remove sediments and pollutant loads to the downstream system.
Figure 4
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within Marsh Street proposed to be improved.
SKYLINE AVENUE
Existing Conditions
Skyline Avenue, between Marsh Street and the south terminus cul-de-sac, is a local
residential road in Prior Lake. The road runs north/south in the central portion of the
City and serves residential single family homes with direct access. Due to the
projects close proximity to Prior Lake, there are two common access points located
on the south end of Skyline Avenue, one on each side of the street. Both lake access
areas are owned by the Island View Homeowners Association and will be assessed
similar to any other developed lot within the project area.
Skyline Avenue exists as an approximately 31-foot wide bituminous roadway with
low bituminous curb. The cul-de-sac is located at the south end of the street and
exists as a 46-foot radius cul-de-sac measured to the edge of bituminous with low
bituminous curb. The pavement width is measured from edge of bituminous to edge
of bituminous. There are no sidewalks or trails in place along Skyline Avenue and
Right-of-Way encroachments are found within the boulevard on both sides of the
street. There is one existing street light along Skyline Avenue and is located on the
south side of the cul-de-sac. City records show the roadway, water main, sanitary
sewer, and storm sewer were constructed in 1977.
The bituminous pavement within the study area exhibits wear and distress due to
traffic loading as well as typical weathering effects experienced with aged asphalt
pavement. Significant roadway patching is visible and the existing pavement
contains large transverse cracking (cracks running perpendicular across the roadway)
and significant alligator-type cracking. Alligator cracking in pavement is an indicator
of potential subgrade problems. Soil borings were completed along Skyline Avenue
by Element Materials Technology to determine the existing roadway section. The
existing bituminous pavement thickness ranges from 3.75 to 4.0 inches with a sand
and gravel aggregate base thickness of approximately 4.0 inches. Existing subgrade
soils found beneath the aggregate base consisted of a sand fill material with silty and
clayey sand.
Groundwater was observed at a depth of approximately 6-feet within two borings
located at the intersection of Highland Avenue and within the cul-de-sac. Based on
this indicated high water level, dewatering will be required during construction of the
new sanitary sewer and watermain utilities in this area.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for Skyline Avenue is a 27, making it a candidate
for reconstruction.
Existing OCI for Skyline Avenue
From Street To Street OCI
Marsh St Highland Ave 26.92
Highland Ave Cul-de-Sac 26.92
There is an existing 6-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of Skyline Avenue. Service lines to individual homes within the
project area are anticipated to be ¾-inch or 1-inch diameter copper pipe. City records
show multiple water main breaks have been experienced in this area.
There is an existing 8-inch vitrified clay pipe (VCP) sanitary sewer main which runs
the entire length of Skyline Avenue, one section starting upstream at the manhole at
Marsh Street and ending downstream at the manhole at Highland Avenue and one
section starting upstream at the manhole south of the cul-de-sac and ending
downstream at the manhole at Highland Avenue. The existing condition of the
sanitary sewer system was documented by videotaping of the sewer main and
televising revealed the presence of some root penetration, cracks in the pipe and poor
service connections. Root penetration is significant because it implies failure in the
pipe joints where groundwater can seep into the system. The groundwater infiltration
adds to the volume of wastewater being treated. Pipe cracks can lead to pipe collapse
and sewage backups if left untreated. Service laterals to individual homes within the
project area are anticipated to be 4 VCP.
There is an existing storm sewer system within Skyline Avenue consisting of a
catchbasin structure on each side of the roadway located at two locations in between
Marsh Street and Highland Avenue which outlet to the east into the pond area in the
southwest quadrant of the intersection of County Road 21 and 82. There is also a
catchbasin structure located within the cul-de-sac on the south end of the street that
outlets directly into Upper Prior Lake.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for Skyline Avenue is a complete reconstruction of the
existing road section. The new roadway is proposed to be constructed with new
concrete curb and gutter to improve drainage and support the edge of pavement.
Final determination of whether the new curb and gutter will be B618 or mountable
will be made during final design. Curb and gutter of the B618 variety has better
water conveyance properties, eliminates off tracking from on-street parking, and
better suited to keep snow plows within the roadway during snow removal operations.
Curb and gutter of the mountable variety is the current City standard, allows for
unrestricted property access and generally less intrusive when added to an existing
neighborhood without any existing curb and gutter. The new roadway width is
proposed to be constructed in accordance to the current City standard of 32-feet back
of curb to back of curb. The new roadway horizontal alignment and vertical profile is
expected to remain similar to the existing roadway.
The street will be reconstructed to a minimum 7-ton design requirement, which holds
up to garbage truck, school bus, and infrequent contractor truck loading. Based on
geotechnical recommendations the proposed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
8.0-inches of Class V aggregate base
24.0-inches of select granular borrow
Based on geotechnical recommendations, the portion of Skyline Avenue from the
Highland Avenue intersection south to the cul-de-sac will require up to an additional
12.0-inches of select granular borrow based on the discovered high water level in this
area.
It is recommended that geotextile fabric be installed at the bottom of the street section
to provide separation of the new street section materials from the existing sub-grade
soils and provide additional structural support. Additionally, subsurface drain tile
will be installed at the bottom of the street section under the curb line to help ensure
the new roadway section will remain free draining. This helps to reduce stress on
pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have
shown are discovered, additional subgrade excavation and replacement material will
be required.
All driveways will be replaced with new like material within the City Right-of-Way,
from the new back of curb to edge of Right-of-Way. All disturbed boulevard areas
will be restored with 5.0-inches of topsoil and new sod.
Figure 6
See in Appendix A for the proposed typical street section for Skyline
Avenue, including a detail for B618 and mountable concrete curb and gutter.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed
improvement for the existing sanitary sewer along Skyline Avenue is full replacement
of the existing failing 8-inch VCP with new 8-inch polyvinyl chloride (PVC) pipe.
All sanitary sewer manholes are proposed for replacement with new precast concrete
structures and new castings that meet City standards.
All sewer services are proposed for replacement from the new main to the property
line (City Right-of-Way) with new PVC wyes and 4-inch PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and break history, the proposed improvement for
the existing watermain along Skyline Avenue is full replacement with new 8-inch
ductile iron pipe (DIP). All hydrants, valves, and fittings will also be replaced along
with the mainline pipe.
All water service lines to individual residences are proposed for replacement from the
new main to the property line (City Right-of-Way) with new 1-inch copper lines and
curb stop and box.
Proposed Storm Sewer Improvements
The existing catchbasins along Skyline Avenue are recommended to be removed and
replaced with new catchbasins meeting current City standards. The existing storm
sewer pipe network will be analyzed based on hydraulic performance and structural
condition during final design. Additionally, stormwater quality improvements will be
analyzed to help remove sediments and pollutant loads to the downstream system and
Upper Prior Lake.
Figure 4
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within Skyline Avenue proposed to be improved.
HIGHLAND AVENUE
Existing Conditions
Highland Avenue, between Marsh Street and County Road 21 (Eagle Creek Avenue),
is a local residential road in Prior Lake. The road runs north/south in the central
portion of the City and serves residential single family homes with direct access.
Highland Avenue exists as an approximately 31-foot wide bituminous roadway with
low bituminous curb, except for a 420-foot section located on the west side of the
Skyline Avenue intersection that has existing concrete curb and gutter. This section
was improved by the Citys Public Works department a few years ago due to the
complete deterioration of the existing bituminous pavement. The pavement width is
measured from edge of bituminous to edge of bituminous. There are no sidewalks,
trails or street lights in place along Highland Avenue and Right-of-Way
encroachments are found within the boulevard on both sides of the street. City
records show the roadway, water main, sanitary sewer, and storm sewer were
constructed in 1977.
The bituminous pavement within the study area exhibits wear and distress due to
traffic loading as well as typical weathering effects experienced with aged asphalt
pavement. Significant roadway patching is visible and the existing pavement
contains large transverse cracking (cracks running perpendicular across the roadway)
and significant alligator-type cracking. Alligator cracking in pavement is an indicator
of potential subgrade problems. Soil borings were completed along Highland Avenue
by Element Materials Technology to determine the existing roadway section. The
existing bituminous pavement thickness ranges from 3.5 to 4.5 inches with a sand and
gravel aggregate base thickness of approximately 4.0 inches. Existing subgrade soils
found beneath the aggregate base consisted of a clayey sand and lean clay material.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for Highland Avenue is a 28, making it a
candidate for reconstruction.
Existing OCI for Highland Avenue
From Street To Street OCI
Marsh Street Skyline Avenue 25.90
Skyline Ave County Road 21 29.92
There is an existing 8-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of Highland Avenue. Service lines to individual homes within the
project area are anticipated to be ¾-inch or 1-inch diameter copper pipe. City records
show multiple water main breaks have been experienced in this area.
There is an existing 8-inch vitrified clay pipe (VCP) sanitary sewer main which runs
the entire length of Highland Avenue starting upstream at the manhole at Marsh
Street and ending downstream at the manhole at County Road 21. The existing
condition of the sanitary sewer system was documented by videotaping of the sewer
main and televising revealed the presence of minor cracks in the pipe. Pipe cracks
can lead to pipe collapse and sewage backups if left untreated. Service laterals to
individual homes within the project area are anticipated to be 4 VCP.
There is an existing storm sewer system within Highland Avenue consisting of a
catchbasin structure on each side of the roadway located in between the turnaround at
Marsh Street and the Skyline Avenue intersection which outlet directly into Upper
Prior Lake. There is also a catchbasin structure on each side of the roadway located
on the west side of the Skyline Avenue intersection which are piped to the north and
connect into the Skyline Avenue storm sewer system which ultimately outlets into the
pond area in the southwest quadrant of the intersection of County Road 21 and 82.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for Highland Avenue is a complete reconstruction of the
existing road section. The new roadway is proposed to be constructed with new
concrete curb and gutter to improve drainage and support the edge of pavement.
Final determination of whether the new curb and gutter will be B618 or mountable
will be made during final design. Curb and gutter of the B618 variety has better
water conveyance properties, eliminates off tracking from on-street parking, and
better suited to keep snow plows within the roadway during snow removal operations.
Curb and gutter of the mountable variety is the current City standard, allows for
unrestricted property access and generally less intrusive when added to an existing
neighborhood without any existing curb and gutter. The new roadway width is
proposed to be constructed in accordance to the current City standard of 32-feet back
of curb to back of curb. The new roadway horizontal alignment and vertical profile is
expected to remain similar to the existing roadway.
The street will be reconstructed to a minimum 7-ton design requirement, which holds
up to garbage truck, school bus, and infrequent contractor truck loading. Based on
geotechnical recommendations the proposed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
8.0-inches of Class V aggregate base
24.0-inches of select granular borrow
It is recommended that geotextile fabric be installed at the bottom of the street section
to provide separation of the new street section materials from the existing sub-grade
soils and provide additional structural support. Additionally, subsurface drain tile
will be installed at the bottom of the street section under the curb line to help ensure
the new roadway section will remain free draining. This helps to reduce stress on
pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have
shown are discovered, additional subgrade excavation and replacement material will
be required.
All driveways will be replaced with new like material within the City Right-of-Way,
from the new back of curb to edge of Right-of-Way. All disturbed boulevard areas
will be restored with 5.0-inches of topsoil and new sod.
Figure 6
See in Appendix A for the proposed typical street section for Highland
Avenue, including a detail for B618 and mountable concrete curb and gutter.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed
improvement for the existing sanitary sewer along Highland Avenue is full
replacement of the existing 8-inch VCP with new 8-inch polyvinyl chloride (PVC)
pipe. All sanitary sewer manholes are proposed for replacement with new precast
concrete structures and new castings that meet current City standards.
All sewer services are proposed for replacement from the new main to the property
line (City Right-of-Way) with new PVC wyes and 4-inch PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and break history, the proposed improvement for
the existing watermain along Highland Avnue is full replacement with new 8-inch
ductile iron pipe (DIP). All hydrants, valves, and fittings will also be replaced along
with the mainline pipe.
All water service lines to individual residences are proposed for replacement from the
new main to the property line (City Right-of-Way) with new 1-inch copper lines and
curb stop and box.
Proposed Storm Sewer Improvements
The existing catchbasins along Highland Avenue are recommended to be removed
and replaced with new catchbasins meeting current City standards. The existing
storm sewer pipe network will be analyzed based on hydraulic performance and
structural condition during final design. Additionally, stormwater quality
improvements will be analyzed to help remove sediments and pollutant loads to the
downstream system and Upper Prior Lake.
Figure 4
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within Highland Avenue proposed to be improved.
EAU CLAIRE TRAIL
Existing Conditions
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Eau Claire Trail, between 154 Street and County Road 21 (Eagle Creek Avenue), is
a local residential road in Prior Lake. A portion of the road runs north/south and the
other portion runs west/east in the central portion of the City and serves residential
single family homes with direct access. The north/south portion also contains the cul-
de-sac of Eau Claire Circle.
The west/east portion of Eau Claire Trail exists as an approximately 31-foot wide
bituminous roadway with low bituminous curb and is the portion under focus for this
section of the report. The north/south portion of Eau Claire Trail has existing
concrete curb and gutter and will be addressed under the next section of this report.
The pavement width is measured from edge of bituminous to edge of bituminous.
There are no sidewalks, trails or street lights in place along Eau Claire Trail and
Right-of-Way encroachments are found within the boulevard on both sides of the
street. No parking signs are currently installed along the south side of the street for
this portion of Eau Claire Trail. City records show the roadway, water main, sanitary
sewer, and storm sewer were constructed for this portion of Eau Claire Trail in 1977.
The bituminous pavement within the study area exhibits wear and distress due to
traffic loading as well as typical weathering effects experienced with aged asphalt
pavement. Significant roadway patching is visible and the existing pavement
contains large transverse cracking (cracks running perpendicular across the roadway)
and significant alligator-type cracking. Alligator cracking in pavement is an indicator
of potential subgrade problems. Soil borings were completed along Eau Claire Trail
by Element Materials Technology to determine the existing roadway section. The
existing bituminous pavement thickness ranges from 5.0 to 5.5 inches with a sand and
gravel aggregate base thickness of approximately 4.0 inches. Existing subgrade soils
found beneath the aggregate base consisted of a clayey sand fill material.
Groundwater was observed at a depth of approximately 12-feet within a boring
located mid-block for this portion of Eau Claire Trail. Based on this indicated water
level, minor dewatering during construction of the new sanitary sewer main may be
required in this area.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for the west/east portion of Eau Claire Trail is a
30, making it a candidate for reconstruction.
Existing OCI for Eau Claire Trail
From Street To Street OCI
County Road 21 Calmut Ave 29.92
There is an existing 6-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of the west/east portion of Eau Claire Trail. Service lines to
individual homes within the project area are anticipated to be ¾-inch or 1-inch
diameter copper pipe. City records show multiple water main breaks have been
experienced in this area.
There is an existing 8-inch sanitary sewer main consisting of both ductile iron pipe
(DIP) and vitrified clay pipe (VCP) which runs the entire length of the west/east
portion of Eau Claire starting upstream at the manhole at the east end of the west/east
portion and ending downstream at the manhole at County Road 21. The existing
condition of the sanitary sewer system was documented by videotaping of the sewer
main and televising revealed the presence of cracks in the pipe and a section of pipe
previously repaired. Pipe cracks can lead to pipe collapse and sewage backups if left
untreated. Service laterals to individual homes within the project area are anticipated
to be 4 DIP or VCP.
There is an existing storm sewer system within Eau Claire Trail consisting of a
catchbasin structure on each side of the roadway located at the intersection of County
Road 21. The collected stormwater is piped to the west and connects into storm
sewer within County Road 21.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for the west/east portion of Eau Claire Trail is a complete
reconstruction of the existing road section. The new roadway is proposed to be
constructed with new concrete curb and gutter to improve drainage and support the
edge of pavement. Final determination of whether the new curb and gutter will be
B618 or mountable will be made during final design. Curb and gutter of the B618
variety has better water conveyance properties, eliminates off tracking from on-street
parking, and better suited to keep snow plows within the roadway during snow
removal operations. Curb and gutter of the mountable variety is the current City
standard, allows for unrestricted property access and generally less intrusive when
added to an existing neighborhood without any existing curb and gutter. The new
roadway width is proposed to be constructed in accordance to the current City
standard of 32-feet back of curb to back of curb. The new roadway horizontal
alignment and vertical profile is expected to remain similar to the existing roadway.
The street will be reconstructed to a minimum 7-ton design requirement, which holds
up to garbage truck, school bus, and infrequent contractor truck loading. Based on
geotechnical recommendations the proposed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
8.0-inches of Class V aggregate base
24.0-inches of select granular borrow
It is recommended that geotextile fabric be installed at the bottom of the street section
to provide separation of the new street section materials from the existing sub-grade
soils and provide additional structural support. Additionally, subsurface drain tile
will be installed at the bottom of the street section under the curb line to help ensure
the new roadway section will remain free draining. This helps to reduce stress on
pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have
shown are discovered, additional subgrade excavation and replacement material will
be required.
All driveways will be replaced with new like material within the City Right-of-Way,
from the new back of curb to edge of Right-of-Way. All disturbed boulevard areas
will be restored with 5.0-inches of topsoil and new sod.
Figure 6
See in Appendix A for the proposed typical street section for Eau Claire
Trail, including a detail for B618 and mountable concrete curb and gutter.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed
improvement for the existing sanitary sewer along the west/east portion of Eau Claire
is full replacement of the existing failing 8-inch VCP and DIP with new 8-inch
polyvinyl chloride (PVC) pipe. All sanitary sewer manholes are proposed for
replacement with new precast concrete structures and new castings that meet City
standards.
All sewer services are proposed for replacement from the new main to the property
line (City Right-of-Way) with new PVC wyes and 4-inch PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and break history, the proposed improvement for
the existing watermain along the west/east portion of Eau Claire is full replacement
with new 6-inch ductile iron pipe (DIP). It is not practical to install new 8-inch
watermain when connecting to existing 6-inch watermains on each end. All hydrants,
valves, and fittings will also be replaced along with the mainline pipe.
All water service lines to individual residences are proposed for replacement from the
new main to the property line (City Right-of-Way) with new 1-inch copper lines and
curb stop and box.
Proposed Storm Sewer Improvements
The existing catchbasins at the intersection of County Road 21 are recommended to
remain in place and analysis of whether any other improvements are necessary will be
completed during final design.
Figure 5
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within this portion of Eau Claire Trail proposed to be improved.
GRAINWOOD CIRCLE
Existing Conditions
Grainwood Circle, between County Road 21 (Eagle Creek Avenue) and Calmut
Avenue, is a local residential road in Prior Lake. The road runs west/east with a
square loop on the east end in the central portion of the City and serves residential
single family homes with direct access.
The west/east portion of Grainwood Circle exists as an approximately 31-foot wide
bituminous roadway with low bituminous curb and the square loop portion exists as
an approximately 26-foot wide bituminous roadway with low bituminous curb. The
pavement width is measured from edge of bituminous to edge of bituminous. There
are no sidewalks or trails in place along Grainwood Circle and Right-of-Way
encroachments are found within the boulevard on both sides of the street. No parking
signs are currently installed along both sides of the street for the 31-foot wide
west/east portion and along the outside of the street for the 26-foot wide square loop
portion. City records show the roadway, water main, sanitary sewer, and storm sewer
were constructed in 1977.
An existing overhead electric line and poles are located on the north side of the street
along the west/east portion and on the outside of the street for the south and east leg
of square loop portion. They shift to the inside of the street for the north leg and no
existing lines or poles are found along the west leg of the square loop. There are no
street lights along the west/east portion of Grainwood Circle and there is a street light
located at each of the four corners of the square loop portion.
The bituminous pavement within the study area exhibits wear and distress due to
traffic loading as well as typical weathering effects experienced with aged asphalt
pavement. Significant roadway patching is visible and the existing pavement
contains large transverse cracking (cracks running perpendicular across the roadway)
and significant alligator-type cracking. Alligator cracking in pavement is an indicator
of potential subgrade problems. Soil borings were completed along Grainwood
Circle by Element Materials Technology to determine existing roadway section. The
existing bituminous pavement thickness ranges from 3.5 to 7.5 inches with a sand and
gravel aggregate base thickness of approximately 4.0 inches. Existing subgrade soils
found beneath the aggregate base consisted of a sandy lean clay material.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for Grainwood Circle is a 35, making it a
candidate for reconstruction.
Existing OCI for Grainwood Circle
From Street To Street OCI
County Road 21 Calmut Ave 36.90
Grainwood Circle Calmut Ave 33.90
There is an existing 10-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of Grainwood Circle. Service lines to individual homes within the
project area are anticipated to be ¾-inch or 1-inch diameter copper pipe. City records
show multiple water main breaks have been experienced in this area.
There is an existing 8-inch ductile iron pipe (DIP) sanitary sewer main which runs the
entire length of Grainwood Circle starting upstream at the manhole at Calmut Avenue
and ending downstream at the manhole at County Road 21. The existing condition of
the sanitary sewer system was documented by videotaping of the sewer main and
televising revealed the presence of sags, cracks in the pipe, previously repaired
sections, and some areas of partial flow blockage. All of these conditions can lead to
pipe collapse and sewage backups if left untreated. Service laterals to individual
homes within the project area are anticipated to be 4 DIP or VCP.
There is an existing storm sewer system within Grainwood Circle consisting of three
catchbasin structures at the intersection of the west/east and square loop portion. The
collected stormwater is piped by reinforced concrete pipe (RCP) to the south between
two houses and outlets directly into Upper Prior Lake.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for the entire length of Grainwood Circle is a complete
reconstruction of the existing road section. The new roadway is proposed to be
constructed with new concrete curb and gutter to improve drainage and support the
edge of pavement. Final determination of whether the new curb and gutter will be
B618 or mountable will be made during final design. Curb and gutter of the B618
variety has better water conveyance properties, eliminates off tracking from on-street
parking, and better suited to keep snow plows within the roadway during snow
removal operations. Curb and gutter of the mountable variety is the current City
standard, allows for unrestricted property access and generally less intrusive when
added to an existing neighborhood without any existing curb and gutter. The new
roadway width is proposed to be constructed in accordance to the current City
standard of 32-feet back of curb to back of curb for the west/east portion and match
the existing width of 26-feet back of curb to back of curb for the square loop portion.
The new roadway horizontal alignment and vertical profile is expected to remain
similar to the existing roadway.
The street will be reconstructed to a minimum 7-ton design requirement, which holds
up to garbage truck, school bus, and infrequent contractor truck loading. Based on
geotechnical recommendations the proposed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
8.0-inches of Class V aggregate base
24.0-inches of select granular borrow
It is recommended that geotextile fabric be installed at the bottom of the street section
to provide separation of the new street section materials from the existing sub-grade
soils and provide additional structural support. Additionally, subsurface drain tile
will be installed at the bottom of the street section under the curb line to help ensure
the new roadway section will remain free draining. This helps to reduce stress on
pavement from freeze thaw action.
During construction if areas of poorer soil conditions than what the soil borings have
shown are discovered, additional subgrade excavation and replacement material will
be required.
All driveways will be replaced with new like material within the City Right-of-Way,
from the new back of curb to edge of Right-of-Way. All disturbed boulevard areas
will be restored with 5.0-inches of topsoil and new sod.
Figure 6
See in Appendix A for the proposed typical street section for Grainwood
Circle, including a detail for B618 and mountable concrete curb and gutter.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, the proposed
improvement for the existing sanitary sewer along Grainwood Circle is full
replacement of the existing 8-inch DIP with new 8-inch polyvinyl chloride (PVC)
pipe. All sanitary sewer manholes are proposed for replacement with new precast
concrete structures and new castings that meet City standards.
All sewer services are proposed for replacement from the new main to the property
line (City Right-of-Way) with new PVC wyes and 4-inch PVC pipe.
Proposed Watermain Improvements
Based on the watermain pipe age and break history, the proposed improvement for
the existing watermain along Grainwood Cirlce is full replacement with new 10-inch
ductile iron pipe (DIP). All hydrants, valves, and fittings will also be replaced along
with the mainline pipe.
All water service lines to individual residences are proposed for replacement from the
new main to the property line (City Right-of-Way) with new 1-inch copper lines and
curb stop and box.
Proposed Storm Sewer Improvements
The existing catchbasins along Grainwood Cirlce are recommended to be removed
and replaced with new catchbasins meeting current City standards. The existing
storm sewer pipe network will be analyzed based on hydraulic performance and
structural condition during final design. Additionally, stormwater quality
improvements will be analyzed to help remove sediments and pollutant loads to
Upper Prior Lake.
Figure 5
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within Grainwood Circle proposed to be improved.
TH
154 STREET
Existing Conditions
th
154 Street, between Eau Claire Trail and County Road 21 (Eagle Creek Avenue), is
a local residential road in Prior Lake. The road runs west/east in the central portion
of the City and serves residential single family homes with direct access. Due to the
projects close proximity to Prior Lake, there is one common access point located on
th
the east end of 154 Street. The lake access area is owned by Windsong on the Lake
Association and will be assessed similar to any other developed lot within the project
area.
th
154 Street exists as an approximately 32-foot wide bituminous roadway with
mountable concrete curb and gutter on both sides. The pavement width is measured
from back of curb to back of curb. There are no sidewalks or trails in place along
th
154 Street and Right-of-Way encroachments are found within the boulevard on both
th
sides of the street. There is one existing street light along 154 Street and it is located
on the north side of roadway on the east end of the street. City records show the
roadway, water main, sanitary sewer, and storm sewer were constructed in 1983.
The bituminous pavement within the study area is beginning to exhibit wear and
distress due to traffic loading as well as typical weathering effects experienced with
aging asphalt pavement. The existing pavement contains large transverse cracking
(cracks running perpendicular across the roadway), localized random cracking around
existing manhole structures, and visible edge cracking typically located within 12 to
th
18-inches of the gutter edge. Soil borings are scheduled to be completed along 154
Street by Element Materials Technology to determine the existing roadway section.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
th
The Overall Condition Index (OCI) for 154 Street is a 38, making it a candidate for
a full depth reclamation.
th
Existing OCI for 154 Street
From Street To Street OCI
County Road 21 Eau Claire Trail 37.90
There is an existing 6-inch diameter ductile iron pipe (DIP) water main which runs
th
the entire length of 154 Street. Service lines to individual homes within the project
area are anticipated to be ¾-inch or 1-inch diameter copper pipe. City records show
no previous water main breaks have been experienced in this area.
There is an existing 8-inch polyvinyl chloride (PVC) sanitary sewer main which runs
th
the entire length of 154 Street starting upstream at the manhole at Calmut Avenue
and ending downstream at the manhole at County Road 21. The existing condition of
the sanitary sewer system was documented by videotaping of the sewer main and
televising revealed the presence of no existing physical defects. Service lines to
individual homes within the project area are anticipated to be 4-inch diameter PVC
pipe.
th
There is an existing storm sewer system within 154 Street consisting of a pair of
catchbasin structures on each side of the roadway located east of the County Road 21
th
intersection. The collected stormwater is piped to the west along 154 Street and
connects into storm sewer within County Road 21.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and assumed sub-soils,
th
the proposed improvement for 154 Street is a full depth reclamation of the existing
road section. The existing pavement thickness and underlying aggregate base is
proposed to be ground up (reclaimed) to a maximum depth of about 12 inches. The
process effectively removes all existing cracking in the pavement and improves the
upper portions of the aggregate base by combining the existing aggregate base and
bituminous pavement into a new aggregate base. After grinding and blending these
layers, space is made for the required new pavement thickness and the roadway is
paved with new bituminous pavement. The new street matches the existing concrete
curb and gutter so horizontally and vertically the roadway remains the same as the
existing roadway. Spot curb and gutter repairs will be completed where required.
The proposed reclaimed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
12.0-inches of compacted reclaim material
Reclamation is a cost effective roadway maintenance procedure for roadways with an
existing aggregate base and requiring only roadway surface improvements. Based on
the results of the pending soil borings, if the assumed adequate aggregate base is
determined of insufficient thickness to perform the proposed full depth in place
reclamation, an alternate roadway maintenance procedure will have to be pursued and
the resultant increased costs determined. There are expected to be no improvements
beyond the edge of the existing roadway concrete curb and gutter for any proposed
roadway maintenance procedures.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, it was determined
th
no improvements are necessary for the existing sanitary sewer along 154 Street as
part of the proposed project. All existing sanitary sewer manholes castings are
proposed for replacement with new concrete adjustments rings and new castings that
meet current City standards.
No improvements are proposed for the existing sewer services based on no proposed
improvements to the existing sewer main line.
Proposed Watermain Improvements
Based on the watermain pipe age, material type, and lack of break history, it was
th
determined no improvements are necessary for the existing watermain along 154
Street.
No improvements are proposed for the existing water services based on no proposed
improvements to the existing watermain.
Proposed Storm Sewer Improvements
th
The existing catchbasins along 154 Street are recommended to remain in place and
no other improvements are necessary as part of the proposed project.
Figure 5
See in Appendix A for the existing sanitary sewer, watermain and storm
th
sewer utilities within 154 Street proposed to remain in-place.
EAU CLAIRE TRAIL & EAU CLAIRE CIRCLE
Existing Conditions
th
Eau Claire Trail, between 154 Street and County Road 21 (Eagle Creek Avenue), is
a local residential road in Prior Lake. A portion of the road runs north/south and the
other portion runs west/east in the central portion of the City and serves residential
single family homes with direct access. The north/south portion also contains the cul-
de-sac of Eau Claire Circle.
The north/south portion of Eau Claire Trail exists as an approximately 32-foot wide
bituminous roadway with mountable concrete curb and gutter on both sides and is the
portion under focus for this section of the report. The west/east portion of Eau Claire
Trail does not have any existing concrete curb and gutter and was addressed in the
previous section of this report. The pavement width is measured from back of curb to
back of curb. There are no sidewalks, trails or street lights in place along Eau Claire
Trail or Circle and Right-of-Way encroachments are found within the boulevard on
both sides of the street. Eau Claire Circle existing as a 41-foot radius cul-de-sac with
mountable concrete curb and gutter. City records show the roadway, water main,
sanitary sewer, and storm sewer were constructed for both this portion of Eau Claire
Trail and Court in 1983.
The bituminous pavement within the study area is beginning to exhibit wear and
distress due to traffic loading as well as typical weathering effects experienced with
aging asphalt pavement. The existing pavement contains large transverse cracking
(cracks running perpendicular across the roadway), localized random cracking around
existing manhole structures, and visible edge cracking typically located within 12 to
18-inches of the gutter edge. Soil borings are scheduled to be completed by Element
Materials Technology to determine the existing roadway section.
The City of Prior Lake utilizes a Pavement Management Program to rate an existing
public streets pavement condition. Each street segment is surveyed in the field with
information gathered relating to the current road distress; data such as the number of
potholes, the number and size of cracks, and other statistics which describe the
condition of the pavement is collected. This information is then used to compute an
Overall Condition Index (OCI) for each street section. The OCI is a tool for
comparing streets when considering where roadway improvements are most needed
within the City. The street OCI is a number between 0-100, with 100 being the best
or signifying a newly paved street and 0 being the worst. In the pavement industry,
its generally agreed that streets with an OCI 65 need some improvement. Streets
in need of a mill and overlay generally have an OCI in the range of 45-65, while
streets with an OCI in the range of 35-45 usually require a full depth reclamation.
When the OCI reaches a range of 0-35 or when a need for utility repair is determined,
the street usually requires full reconstruction.
The Overall Condition Index (OCI) for the north/south portion of Eau Claire Trail is a
39 and for Eau Claire Circle is a 39, making both a candidate for a full depth
reclamation.
Existing OCI for Eau Claire Trail
From Street To Street OCI
Eau Claire Circle Calmut Avenue 39.92
th
Calmut Avenue 154 Street 37.90
Existing OCI for Eau Claire Circle
From Street To Street OCI
Eau Claire Trail Cul-de-Sac 38.90
There is an existing 6-inch diameter ductile iron pipe (DIP) water main which runs
the entire length of the north/south portion of Eau Claire Trail. An existing 6-inch
diameter DIP watermain serves Eau Claire Circle connecting into the Eau Claire Trail
watermain. Service lines to individual homes within the project area are anticipated
to be ¾-inch or 1-inch diameter copper pipe. City records show no previous water
main breaks have been experienced in this area.
There is an existing 8-inch polyvinyl chloride (PVC) sanitary sewer main which runs
the entire length of the north/south portion of Eau Claire Trail starting upstream at the
manhole at Eau Claire Circle and ending downstream at the manhole at the south end
of the north/south portion. An existing 8-inch PVC sanitary sewer main serves Eau
Claire Circle connecting into the Eau Claire Trail sewer main. The existing condition
of the sanitary sewer system was documented by videotaping of the sewer main and
televising revealed the presence of no physical defects. Service lines to individual
homes within the project area are anticipated to be 4-inch diameter PVC pipe.
There is not an existing storm sewer system within this portion of Eau Claire Trail.
There is a single catchbasin structure within Eau Claire Circle located on the west end
of the cul-de-sac. The collected stormwater is piped by reinforced concrete pipe
(RCP) to the west between two houses and connects into storm sewer within County
Road 21.
Proposed Street Improvements
Based on the roadway age, surface deterioration, OCI rating, and sub-soils, the
proposed improvement for the north/south portion of Eau Claire Trail and Eau Claire
Circle is a full depth reclamation of the existing road section. The existing pavement
thickness and underlying aggregate base is proposed to be ground up (reclaimed) to a
maximum depth of about 12 inches. The process effectively removes all existing
cracking in the pavement and improves the upper portions of the aggregate base by
combining the existing aggregate base and bituminous pavement into a new aggregate
base. After grinding and blending these layers, space is made for the required new
pavement thickness and the roadway is paved with new bituminous pavement. The
new street matches the existing concrete curb and gutter so horizontally and vertically
the roadway remains the same as the existing roadway. Spot curb and gutter repairs
will be completed where required.
The proposed reclaimed road section will include:
1.5-inches of bituminous pavement wear course
2.5-inches of bituminous pavement base course
12.0-inches of compacted reclaim material
Reclamation is a cost effective roadway maintenance procedure for roadways with an
existing aggregate base and requiring only roadway surface improvements. Based on
the results of the pending soil borings, if the assumed adequate aggregate base is
determined of insufficient thickness to perform the proposed full depth in place
reclamation, an alternate roadway maintenance procedure will have to be pursued and
the resultant increased costs determined. There are expected to be no improvements
beyond the edge of the existing roadway concrete curb and gutter for any proposed
roadway maintenance procedures.
Proposed Sanitary Sewer Improvements
Based on the sewer pipe age, material type, and televising results, it was determined
no improvements are necessary for the existing sanitary sewer along the north/south
portion of Eau Claire Trail or within Eau Claire Circle as part of the proposed project.
All existing sanitary sewer manholes castings are proposed for replacement with new
concrete adjustments rings and new castings that meet current City standards.
No improvements are proposed for the existing sewer services based on no proposed
improvements to the existing sewer main line.
Proposed Watermain Improvements
Based on the watermain pipe age, material type, and lack of break history, it was
determined no improvements are necessary for the existing watermain along the
north/south portion of Eau Claire Trail or within Eau Claire Circle as part of the
proposed project.
No improvements are proposed for the existing water services based on no proposed
improvements to the existing watermain.
Proposed Storm Sewer Improvements
The existing catchbasin within Eau Claire Circle is recommended to remain in place
and no other improvements are necessary as part of the proposed project.
Figure 5
See in Appendix A for the existing sanitary sewer, watermain and storm
sewer utilities within Eau Claire Trail and Eau Claire Circle proposed to remain in-
place.
As previously described within the report, the number of existing street lights within the
project area is limited; one existing street light in the cul-de-sac on the south end of Skyline
th
Avenue, one existing street light on the east end of 154 Street, and four existing street
lights along the square loop of Grainwood Circle. The replacement of existing street lights
and the addition of new street lights, especially at intersections has been standard practice
on past improvements projects within the City and is expected to be incorporated into this
project as well. The actual number and location of the new proposed street lights will be
determined during final design.
The estimated project cost to complete the improvements proposed herein are presented
below. These costs include estimated construction costs, a 10% contingency, and 20%
overhead cost: financial (2.5%), legal (2.5%), administrative (5%), and engineering (10%).
STREET RECONSTRUCTION COST ESTIMATE (WEST SIDE AREA)
MARSH STREET, HIGHLAND AVENUE, & SKYLINE AVENUE
Table 1-Estimated Cost Summary
(See Appendix B for Detailed Cost Estimate)
ESTIMATED TOTAL
OVERHEAD
CONTINGENCY
LOCATION CONSTRUCTION ESTIMATED
COST (10%) COST (20%)
COST COST
Skyline Avenue $900,753.00 $90,075.30 $198,165.66 $1,188,993.97
Highland Avenue $803,394.08 $80,339.41 $176,746.70 $1,060,480.19
Marsh Street $490,458.68 $49,045.87 $107,900.91 $647,405.45
TOTAL $2,194,605.76 $219,460.58 $482,813.27 $2,896,879.61
Table 2 Funding Summary
TOTAL
ITEM ESTIMATED ASSESSMENTS CITY SHARE
COST
Sanitary Sewer $553,784.70 $0 $553,784.70
Watermain $638,763.91 $0 $638,763.91
Storm Sewer $271,438.86 $108,575.54 $162,863.32
Street $1,432,892.14 $573,156.86 $859,735.28
TOTAL $2,896,879.61 $681,732.40 $2,215,147.21
STREET RECONSTRUCTION COST ESTIMATE (EAST SIDE AREA)
EAU CLAIRE TRAIL & GRAINWOOD CIRCLE
Table 3-Estimated Cost Summary
(See Appendix B for Detailed Cost Estimate)
TOTAL
CONSTRUCTION CONTINGENCY OVERHEAD
LOCATION ESTIMATED
COST COST (10%) COST (20%)
COST
Grainwood Circle$1,085,959.01 $108,595.90 $238,910.98 $1,433,465.90
Eau Claire Trail $365,932.85 $36,593.29 $80,505.23 $483,031.36
TOTAL $1,451,891.86 $145,189.19 $319,416.21 $1,916,497.26
Table 4 Funding Summary
TOTAL
ITEM ESTIMATED ASSESSMENTS CITY SHARE
COST
Sanitary Sewer $364,463.88 $0 $364,463.88
Watermain $431,625.15 $0 $431,625.15
Storm Sewer $121,630.08 $48,652.03 $72,978.05
Street $998,778.15 $399,511.26 $599,266.89
TOTAL $1,916,497.26 $448,163.29 $1,468,333.97
STREET RECLAMATION COST ESTIMATE (EAST SIDE AREA)
EAU CLAIRE TRAIL & EAU CLAIRE CIRCLE
Table 5-Estimated Cost Summary
(See Appendix B for Detailed Cost Estimate)
TOTAL
CONSTRUCTION CONTINGENCY OVERHEAD
LOCATION ESTIMATED
COST COST (10%) COST (20%)
COST
Eau Claire Circle $27,844.61 $2,784.46 $6,125.81 $36,754.88
Eau Claire Trail / $115,796.28 $11,579.63 $25,475.18 $152,851.08
th
154 Street
TOTAL $143,640.89 $14,364.09 $31,600.99 $189,605.96
Table 6 Funding Summary
TOTAL
ITEM ESTIMATED ASSESSMENTS CITY SHARE
COST
Sanitary Sewer $3,234.00 $0 $3,234.00
Watermain $792.00 $0 $792.00
Storm Sewer $0 $0 $0
Street $185,579.96 $0 $185,579.96
TOTAL $189,605.96 $0 $189,605.96
TOTAL PROJECT COST ESTIMATE
Table 7 Funding Summary for TOTAL PROJECT
TOTAL
ITEM ESTIMATED ASSESSMENTS CITY SHARE
COST
Sanitary Sewer $921,482.58 $0 $921,482.58
Watermain $1,071,181.06 $0 $1,071,181.06
Storm Sewer $393,068.94 $157,227.57 $235,841.37
Street $2,617,250.25 $972,668.12 $1,644,582.13
TOTAL $5,002,982.83 $1,129,895.69 $3,873,087.14
Assessments are proposed for the benefited properties per the Citys Assessment Policy for
Public and Development-Initiated Improvements as found in Appendix D. The proposed
assessments are broken down into three different areas as shown on the assessment map
found in Appendix C. For the two areas where a full street reconstruction project is
proposed all properties that are identified are proposed to be assessed at a calculated unit
assessment rate of 40% of the total street and storm sewer project costs for that area. For
the third and final area where a street reclamation project is proposed all properties that are
identified are proposed to not be assessed any portion of the project costs as this is
considered a general maintenance activity. The property tax levy will be used to finance
the costs from the remaining 60% of the reconstruction street and storm sewer project costs
and 100% of the reclamation street project costs. The project costs for the sanitary sewer
and watermain improvements are considered general maintenance and supported by utility
fees under the City sewer and water utilities funds and will not be assessed.
The proposed project assessments and funding summary are based on preliminary
estimated project costs and may be revised at the time of final assessment hearing. The
unit assessment rates are proposed to be assessed over a 10-year period at approximately
5.0% interest.
The proposed project schedule is shown below:
Receive Feasibility (Preliminary Engineering) Report* .... November 10, 2014
Call for Public Improvement Hearing* . . November 10, 2014
Conduct Public Improvement Hearing* .. .. . November 24, 2014
Order Improvement Project and Preparation
of Final Plans & Specifications* . .. . .....November 24, 2014
Hold Second Neighborhood Meeting ...January, 2015
Approve Final Plans & Specifications* .. .... .January 26, 2015
Authorize Advertisement for Bids* .January 26, 2015
Open Bids ..February 23, 2015
Accept Bids & Award Contract* .March 9, 2015
Construction Start .. May, 2015
Construction Substantially Complete ... November, 2015
Conduct Assessment Hearing & Adopt Assessment* ..November, 2015
Construction Final Complete .June, 2016
* City Council Meeting
From an engineering standpoint, this proposed project, is feasible, cost effective, and
necessary and can best be accomplished by letting competitive bids for the work under one
contract in order to complete the work in an orderly and efficient manner. The City and the
persons assessed will have to determine the economic feasibility of the proposed
improvements.
APPENDIX A
APPENDIX A - FIGURES
2015 Street Reconstruction
Marsh-Highland-Skyline Project Area
375816861
22098
3731
15351
3754
3733
3750
19226
ADDRESS
4030
PO
3782
379614948
3816
3834
22382
3852
3911
3880
3892
3776
22382
600
PO
5458
5458
15541
350
15532
3795
15531
3883
3895
15557
3899
1520415571
15550
15602
15573
15595
15609
15603
15590
PO
600
4060
15609
15587
15582
15621
15608
15596
15631
15626
167
15606
15640
4075
15616
15637
15615
15658
15630
15629
15668
15967
4018
15650
15641
15680
21001
15653
15690
15663
16395
15687
15675
15685
15701
15724
15751
15753
15731
4091
15711
3733
15717
15733
3782
3782
15780
15777
15788
15787
I
15791
Legend
15790
PO
Reconstruction
Street Segments
Parcels
Year Paved
PO
0150
1977 / PCI 36
Feet
3773
4030
Source: Prior Lake, Scott County, Esri Imagery
3877
4014
3869
2015 Street Reconstruction
Grainwood-Eau Claire Project Area
153514169
16861
4090
4070
15351
4030
4050
4215
15507
4085
PO
4055
600
600
25664
4190
PO
4185
15520
4090
15563
4070
15563
1510
4090
15581
7000
15593
4143
4060
15609
4139
37041
4095
4279
4075
5420
4295
4267
4136
7300
4301
4307
1259
4257
4260
4255
4904
3476
4280
40184066
15581
4131
487
4290
14170
4131
4247
4310
15660
1221
4230
4091
4214
15581
N14454
4043
4196
4065
4186
4168
4148
1221
4229
4221
4128
4211
4646
14518
15717
15753
15717
3476
4203
4043
4197
4080
4185
5100
4151
5218
18620
15795
4680
4072
4070
4062
4060
I
PO
4052
Legend
4057
4050
4059
Reclaim or Reconstruction
14518
Street Segments
PO
Reconstruction
1109
Year Paved
4030
4308
Parcels
4014
1983 / PCI 39
4290
0150 4014
4288
Feet
1977 / PCI 36
4646
4014
Source: Prior Lake, Scott County, Esri Imagery
PO
14632
14632
PO
2015 Street Reconstruction
Marsh-Highland-Skyline Utilities
37581686115351
22098
3731
3754
3733
3750
19226
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ADDRESS
4030
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15557
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15550
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15602
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15609!.
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15590
15609
PO
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!5
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15606
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!5
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15731
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15751
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4043
4091
4066
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15733
3782
!5
!5
!5
3782
"/
15780
G
!.
15777
I
Legend
15787
15788
!5
WaterHydrantsStorm Inlets
G
"/
!.
15791
WaterFittingsStorm Outlets
!5
15790
PO
WaterValvesStorm Manholes
!
!5
Public Utilities
WaterLateralsStorm Mains
Year Installed PO
WaterMainsSanitaryManholes
!5
Sanitary, Watermain & Storm
SanitaryMains
4030
Sewer – 1977
3773
0150
3877
Feet
4014
Source: Prior Lake, Scott County, Esri Imagery
3869
2015 Street Reconstruction
Grainwood-Eau Claire Utilities
41694170
15351
16861
15351
4090
4070
4050
4030
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!5
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15507
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!5 G
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G
!.
!
PO
4055
Year Installed
!
600
!5
4190
25664
PO
!5
Sanitary, Watermain &
4185
Storm Sewer – 1983
15520
!5
4090
Sanitary, Watermain &
15563
!
Storm Sewer – 1977
4070
15563
24''
!5
!5"/"/!5"/
1510
G
!.
15581
4090
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G
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!
G
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15609
600
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15581
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G
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G
!.
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10''
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1221
4230
15581
!5"/
"/
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4091
4214
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4065
4196
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4168
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1221
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!
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4646
G
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15717
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!5
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4203
!5
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!5
4197
!5
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"/
4080
4185
"/
"/
!5
!5
5100
4151
"/
5218
"/
!
G
!.
"/
!5
15795
18620
4680
I
Legend
4072
4070
!
G
!.
Water HydrantsStorm Inlets
G
"/
4062!.
"/
4060
Water FittingsStorm Outlets
!5
4052
PO
4057
4050
Water ValvesStorm Manholes
!
!5
4059
1109
14518
Water LateralsStorm Mains
PO
Water MainsSanitary Manholes
!5
4030
Sanitary Mains
4014
4288
0150
4014
Feet
4290
4014
4646
Source: Prior Lake, Scott County, Esri Imagery
PO
14632
14632
APPENDIX B
APPENDIX B PRELIMINARY COST ESTIMATES
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (TOTAL PROJECT)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION(1)
1LUMP SUM1.0000150,000.00$ $150,000.00
2101.502CLEAR AND GRUB(1)(10)
2EACH30350.00$ $10,500.00
2104.501REMOVE CURB & GUTTER(1)(10)
3LF22026.00$ $13,209.00
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT(1)(10)
4SF257381.00$ $25,738.00
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT(1)(10)
5SY11127.00$ $7,784.00
2104.505REMOVE BITUMINOUS PAVEMENT(1)(10)
6SQ YD226121.25$ $28,264.73
2104.509REMOVE SIGN POST (1)(10)
7EACH3850.00$ $1,900.00
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)(1)
8LF8505.00$ $4,250.00
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)(1)
9LF23004.00$ $9,200.00
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE(1)
10LF15010.00$ $1,500.00
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE(1)(12)
11LF8012.00$ $960.00
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING(1)(12)
12LF8009.00$ $7,200.00
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM(1)(12)
13LF129016.00$ $20,637.28
2104.523SALVAGE & REINSTALL MAILBOX(1)(12)
14EACH11080.00$ $8,800.00
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK(1)
15SY10020.00$ $2,000.00
2104.618SALVAGE & REINSTALL CONCRETE PAVERS(1)(12)
16SF20906.00$ $12,540.00
2104.618SALVAGE & REINSTALL RETAINING WALL(1)(12)
17SF16015.00$ $2,400.00
2105.501COMMON EXCAVATION(10)(CV)(P)
18CY2500810.00$ $250,083.00
2105.507SUBGRADE EXCAVATION(1)(10)(EV)
19CY446014.00$ $62,433.58
2105.609SELECT GRANULAR BORROW(1)
20CY1667212.00$ $200,066.40
2105.526SELECT TOPSOIL BORROW (1)(9)(LV)
21CY395220.00$ $79,039.47
2105.609AGGREGATE BACKFILL(1)(15)(CV)
22CY446014.00$ $62,433.58
2105.604GEOTEXTILE FABRIC TYPE V(1)
23SY257161.50$ $38,573.30
2123.610STREET SWEEPER (WITH PICKUP BROOM)(13)
24HOUR11580.00$ $9,200.00
2130.501WATER DUST CONTROL(1)
25MG9050.00$ $4,500.00
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)(1)
26TON1104914.50$ $160,207.05
2215.501FULL DEPTH RECLAMATION(1)
27SY391210.00$ $39,122.22
2357.502BITUMINOUS MATERIAL FOR TACK COAT(1)
28GAL13134.00$ $5,251.68
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)(1)
29TON201067.00$ $134,698.66
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)(1)
30TON335164.00$ $214,445.64
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT(1)
31SY316320.00$ $63,259.56
2531.5076" CONCRETE DRIVEWAY PAVEMENT(1)
32SY122838.00$ $46,671.60
2531.501CONCRETE CURB AND GUTTER (1)
33LF1289812.00$ $154,779.60
2531.501CONCRETE CURB AND GUTTER DESIGN D418 (1)(7)
34LF34214.00$ $4,781.00
1 of 3City of Prior Lake, MN
ENG EST 11/2/2014
2540.601TEMPORARY MAILBOXES(3)
35LUMP SUM1.00003,000.00$ $3,000.00
2540.618INSTALL CONCRETE PAVERS
36SF15012.00$ $1,800.00
2563.601TRAFFIC CONTROL(3)
37LUMP SUM1.00015,000.00$ $15,000.00
2564.537INSTALL SIGN TYPE C(1)
38EACH2650.00$ $1,300.00
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)(1)(11)
39EACH14260.00$ $3,640.00
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)(1)(3)
40EACH30350.00$ $10,500.00
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)(1)(3)
41EACH6050.00$ $3,000.00
2573.502SILT FENCE, TYPE HEAVY DUTY(1)(3)(10)
42LF22003.00$ $6,600.00
2573.530STORM DRAIN INLET PROTECTION(1)(3)(10)
43EACH31350.00$ $10,850.00
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL(1)(3)(10)
44LF11504.00$ $4,600.00
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE(1)(3)(10)
45EACH121,000.00$ $12,000.00
2575.505SODDING TYPE LAWN(1)(3)
46SY246823.00$ $74,046.00
SCHEDULE "A" - STREETS (TOTAL PROJECT) SUBTOTAL$1,982,765.34
10% CONTINGENCY$198,276.53
SCHEDULE "A" - STREETS (TOTAL PROJECT)PROJECT TOTAL$2,181,041.88
SCHEDULE "B" - SANITARY SEWER (TOTAL PROJECT)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE(3)
47
EACH28425.00$ $11,900.00
2105.601DEWATERING(3)
48
LUMP SUM1.0000100,000.00$ $100,000.00
2451.607PIPE BEDDING MATERIAL(1)(14)(LV)
49
CY138740.00$ $55,485.87
2503.602CONNECT TO EXISTING MANHOLES (SAN)(1)(5)
50
EACH5800.00$ $4,000.00
2503.6028"X4" PVC SDR 26 WYE(1)(6)
51
EACH110250.00$ $27,500.00
2503.6034" PVC SEWER SDR 26(1)(6)
52
LF506025.00$ $126,500.00
2503.6038" PVC SEWER SDR 26(1)
53
LF633235.00$ $221,613.00
2503.603LINING SEWER PIPE 8"(1)
54
LF49160.00$ $29,436.00
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)(1)LIN FT
55
133120.00$ $16,008.00
2506.50248" DIAMETER SANITARY MANHOLE(1)(8)EACH
56
292,400.00$ $69,600.00
2506.622ADJUST FRAME & RING CASTINGEACH
57
7350.00$ $2,450.00
58
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX(1)(8)
EACH96350.00$ $33,600.00
SCHEDULE "B" - SANITARY SEWER (TOTAL PROJECT) TOTAL$698,092.87
10% CONTINGENCY$69,809.29
SCHEDULE "B" - SANITARY SEWER (TOTAL PROJECT)PROJECT TOTAL$767,902.15
SCHEDULE "C" - WATERMAIN (TOTAL PROJECT)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN(1)
59
LF61408.00$ $49,120.00
2504.601TEMPORARY WATER SERVICE(1)
60
LUMP SUM1.000090,000.00$ $90,000.00
2504.602CONNECT TO EXISTING WATER MAIN(1)(5)
61
EACH61,000.00$ $6,000.00
2504.602HYDRANT WITH 6" GATE VALVE & BOX(1)(6)(8)
62
EACH193,500.00$ $66,500.00
2504.602ADJUST VALVE BOX
63
EACH4150.00$ $600.00
2504.6028" GATE VALVE AND BOX (1)(8)
64
EACH121,600.00$ $19,200.00
2504.60210" GATE VALVE AND BOX (1)(8)
65
EACH62,000.00$ $12,000.00
2504.6021" CORPORATION STOP(1)
66
EACH110180.00$ $19,800.00
2504.6021" CURB STOP & BOX(1)(8)
67
EACH110275.00$ $30,250.00
2504.6031" TYPE K COPPER PIPE(1)
68
LF550035.00$ $192,500.00
2504.6036" WATERMAIN DUCTILE IRON CL 52(1)
69
LF57035.00$ $19,950.00
2504.6038" WATERMAIN DUCTILE IRON CL 52(1)
70
LF471237.00$ $174,358.80
2504.60310" WATERMAIN DUCTILE IRON CL 52(1)
71
LF173545.00$ $78,057.00
2504.608DUCTILE IRON FITTINGS(1)
72
LBS96715.00$ $48,352.50
73
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY(1)
EACH28175.00$ $4,812.50
2 of 3City of Prior Lake, MN
ENG EST 11/2/2014
SCHEDULE "C" - WATERMAIN (TOTAL PROJECT) TOTAL$811,500.80
10% CONTINGENCY$81,150.08
SCHEDULE "C" - WATERMAIN (TOTAL PROJECT)PROJECT TOTAL$892,650.88
SCHEDULE "D" - STORM SEWER (TOTAL PROJECT)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)(1)(10)
74LF17307.00$ $12,110.00
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)(1)
75LF128985.00$ $64,491.50
2501.51518" RC PIPE APRON(1)
76EACH6800.00$ $4,800.00
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)(1)
77LF217638.00$ $82,688.00
2503.602CONNECT TO EXISTING STORM SEWER(1)(5)
78EACH1800.00$ $800.00
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)(1)(8)
79EACH151,200.00$ $18,000.00
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)(1)(8)
80EACH152,200.00$ $33,000.00
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)(1)(8)
81LUMP SUM1.000080,000.00$ $80,000.00
2511.501RANDOM RIP RAP CLASS III
82CY4245.00$ $1,890.00
SCHEDULE "D" - STORM SEWER (TOTAL PROJECT) TOTAL$297,779.50
10% CONTINGENCY$29,777.95
SCHEDULE "D" - STORM SEWER (TOTAL PROJECT)PROJECT TOTAL$327,557.45
SCHEDULE "A" - STREETS (TOTAL PROJECT)$1,982,765.34
SCHEDULE "B" - SANITARY SEWER (TOTAL PROJECT)$698,092.87
SCHEDULE "C" - WATERMAIN (TOTAL PROJECT)$811,500.80
SCHEDULE "D" - STORM SEWER (TOTAL PROJECT)$297,779.50
PROJECT SUBTOTAL$3,790,138.51
10% CONTINGENCY$379,013.85
ESTIMATED PROJECT CONSTRUCTION TOTAL$4,169,152.36
20% CONSTRUCTION OVERHEAD$833,830.47
ESTIMATED PROJECT GRAND TOTAL$5,002,982.83
3 of 3City of Prior Lake, MN
ENG EST 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (SKYLINE AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.22150,000.00$ 33,000.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF6.00$ -$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF62701.00$ 6,270.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY1507.00$ 1,050.00$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD55321.25$ 6,914.72$
2104.509REMOVE SIGN POST
7EACH650.00$ 300.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF1005.00$ 500.00$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF6004.00$ 2,400.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF1009.00$ 900.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF30716.00$ 4,905.60$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH2580.00$ 2,000.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY1020.00$ 200.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF4506.00$ 2,700.00$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY634310.00$ 63,428.89$
2105.507SUBGRADE EXCAVATION
19CY95114.00$ 13,320.07$
2105.609SELECT GRANULAR BORROW
20CY422912.00$ 50,743.11$
2105.526SELECT TOPSOIL BORROW
21CY92820.00$ 18,558.22$
2105.609AGGREGATE BACKFILL
22CY95114.00$ 13,320.07$
2105.604GEOTEXTILE FABRIC TYPE V
23SY63431.50$ 9,514.33$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON280514.50$ 40,672.20$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL2734.00$ 1,090.13$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON43167.00$ 28,873.20$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON71864.00$ 45,967.29$
1 of 3City of Prior Lake, MN
SKYLINE AVE 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY76620.00$ 15,326.67$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY16538.00$ 6,270.00$
2531.501CONCRETE CURB AND GUTTER
33LF306612.00$ 36,792.00$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.223,000.00$ 660.00$
2540.618INSTALL CONCRETE PAVERS
36SF15012.00$ 1,800.00$
2563.601TRAFFIC CONTROL
37LUMP SUM0.2215,000.00$ 3,300.00$
2564.537INSTALL SIGN TYPE C
38EACH450.00$ 200.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH2260.00$ 520.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF4003.00$ 1,200.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH10350.00$ 3,500.00$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF1504.00$ 600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY58403.00$ 17,520.00$
SCHEDULE "A" - STREETS (SKYLINE AVENUE) TOTAL442,016.50$
10% CONTINGENCY$ 44,201.65
SCHEDULE "A" - STREETS (SKYLINE AVENUE)PROJECT TOTAL486,218.15$
SCHEDULE "B" - SANITARY SEWER (SKYLINE AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH8425.00$ 3,400.00$
2105.601DEWATERING
48LUMP SUM0.25100,000.00$ 25,000.00$
2451.607PIPE BEDDING MATERIAL
49CY37740.00$ 15,075.20$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH1800.00$ 800.00$
2503.6028"X4" PVC SDR 26 WYE
51EACH25250.00$ 6,250.00$
2503.6034" PVC SEWER SDR 26
52LF115025.00$ 28,750.00$
2503.6038" PVC SEWER SDR 26
53LF141335.00$ 49,465.50$
2503.603LINING SEWER PIPE 8"
54LF10060.00$ 6,000.00$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT41120.00$ 4,968.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH92,400.00$ 21,600.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH25350.00$ 8,750.00$
SCHEDULE "B" - SANITARY SEWER (SKYLINE AVENUE) TOTAL170,058.70$
10% CONTINGENCY$ 17,005.87
SCHEDULE "B" - SANITARY SEWER (SKYLINE AVENUE)PROJECT TOTAL187,064.57$
SCHEDULE "C" - WATERMAIN (SKYLINE AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF16588.00$ 13,264.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.2490,000.00$ 21,600.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH43,500.00$ 14,000.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH41,600.00$ 6,400.00$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH25180.00$ 4,500.00$
2 of 3City of Prior Lake, MN
SKYLINE AVE 11/2/2014
2504.6021" CURB STOP & BOX
67EACH25275.00$ 6,875.00$
2504.6031" TYPE K COPPER PIPE
68LF125035.00$ 43,750.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF12035.00$ 4,200.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF174137.00$ 64,413.30$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS26115.00$ 13,056.75$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH6175.00$ 1,093.75$
SCHEDULE "C" - WATERMAIN (SKYLINE AVENUE) TOTAL194,152.80$
10% CONTINGENCY$ 19,415.28
SCHEDULE "C" - WATERMAIN (SKYLINE AVENUE)PROJECT TOTAL213,568.08$
SCHEDULE "D" - STORM SEWER (SKYLINE AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF7507.00$ 5,250.00$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF30665.00$ 15,330.00$
2501.51518" RC PIPE APRON
76EACH3800.00$ 2,400.00$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF90038.00$ 34,200.00$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH41,200.00$ 4,800.00$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH62,200.00$ 13,200.00$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.2380,000.00$ 18,400.00$
2511.501RANDOM RIP RAP CLASS III
82CY2145.00$ 945.00$
SCHEDULE "D" - STORM SEWER (SKYLINE AVENUE) TOTAL94,525.00$
10% CONTINGENCY$ 9,452.50
SCHEDULE "D" - STORM SEWER (SKYLINE AVENUE)PROJECT TOTAL103,977.50$
SCHEDULE "A" - STREETS (SKYLINE AVENUE)$ 486,218.15
SCHEDULE "B" - SANITARY SEWER (SKYLINE AVENUE)$ 187,064.57
SCHEDULE "C" - WATERMAIN (SKYLINE AVENUE)$ 213,568.08
SCHEDULE "D" - STORM SEWER (SKYLINE AVENUE)$ 103,977.50
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 990,828.30
20% CONSTRUCTION OVERHEAD$ 198,165.66
ESTIMATED PROJECT GRAND TOTAL$ 1,188,993.97
3 of 3City of Prior Lake, MN
SKYLINE AVE 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (HIGHLAND AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.21150,000.00$ 31,500.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF18006.00$ 10,800.00$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF42001.00$ 4,200.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY5007.00$ 3,500.00$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD50581.25$ 6,322.71$
2104.509REMOVE SIGN POST
7EACH650.00$ 300.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF4005.00$ 2,000.00$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF4504.00$ 1,800.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF2009.00$ 1,800.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF28016.00$ 4,485.60$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH2780.00$ 2,160.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY1020.00$ 200.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF6.00$ -$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY554810.00$ 55,476.67$
2105.507SUBGRADE EXCAVATION
19CY83214.00$ 11,650.10$
2105.609SELECT GRANULAR BORROW
20CY369812.00$ 44,381.33$
2105.526SELECT TOPSOIL BORROW
21CY84820.00$ 16,969.33$
2105.609AGGREGATE BACKFILL
22CY83214.00$ 11,650.10$
2105.604GEOTEXTILE FABRIC TYPE V
23SY58001.50$ 8,699.75$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON245314.50$ 35,573.04$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL2494.00$ 996.80$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON37767.00$ 25,253.31$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON62864.00$ 40,204.27$
1 of 3City of Prior Lake, MN
HIGHLAND AVE 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY51320.00$ 10,266.67$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY55038.00$ 20,900.00$
2531.501CONCRETE CURB AND GUTTER
33LF280412.00$ 33,642.00$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.213,000.00$ 630.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.2115,000.00$ 3,150.00$
2564.537INSTALL SIGN TYPE C
38EACH450.00$ 200.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH2260.00$ 520.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF4003.00$ 1,200.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH6350.00$ 2,100.00$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF1504.00$ 600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY53403.00$ 16,020.00$
SCHEDULE "A" - STREETS (HIGHLAND AVENUE) TOTAL416,851.67$
10% CONTINGENCY$ 41,685.17
SCHEDULE "A" - STREETS (HIGHLAND AVENUE)PROJECT TOTAL458,536.83$
SCHEDULE "B" - SANITARY SEWER (HIGHLAND AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH7425.00$ 2,975.00$
2105.601DEWATERING
48LUMP SUM0.20100,000.00$ 20,000.00$
2451.607PIPE BEDDING MATERIAL
49CY12240.00$ 4,890.67$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH1800.00$ 800.00$
2503.6028"X4" PVC SDR 26 WYE
51EACH27250.00$ 6,750.00$
2503.6034" PVC SEWER SDR 26
52LF124225.00$ 31,050.00$
2503.6038" PVC SEWER SDR 26
53LF137635.00$ 48,142.50$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT32120.00$ 3,864.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH72,400.00$ 16,800.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH27350.00$ 9,450.00$
SCHEDULE "B" - SANITARY SEWER (HIGHLAND AVENUE) TOTAL144,722.17$
10% CONTINGENCY$ 14,472.22
SCHEDULE "B" - SANITARY SEWER (HIGHLAND AVENUE)PROJECT TOTAL159,194.38$
SCHEDULE "C" - WATERMAIN (HIGHLAND AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF13408.00$ 10,720.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.2290,000.00$ 19,800.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH43,500.00$ 14,000.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH31,600.00$ 4,800.00$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH27180.00$ 4,860.00$
2 of 3City of Prior Lake, MN
HIGHLAND AVE 11/2/2014
2504.6021" CURB STOP & BOX
67EACH27275.00$ 7,425.00$
2504.6031" TYPE K COPPER PIPE
68LF135035.00$ 47,250.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF12035.00$ 4,200.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF140737.00$ 52,059.00$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS21115.00$ 10,552.50$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH7175.00$ 1,181.25$
SCHEDULE "C" - WATERMAIN (HIGHLAND AVENUE) TOTAL177,847.75$
10% CONTINGENCY$ 17,784.78
SCHEDULE "C" - WATERMAIN (HIGHLAND AVENUE)PROJECT TOTAL195,632.53$
SCHEDULE "D" - STORM SEWER (HIGHLAND AVENUE)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF4007.00$ 2,800.00$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF28045.00$ 14,017.50$
2501.51518" RC PIPE APRON
76EACH1800.00$ 800.00$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF48038.00$ 18,240.00$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH31,200.00$ 3,600.00$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH32,200.00$ 6,600.00$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.2280,000.00$ 17,600.00$
2511.501RANDOM RIP RAP CLASS III
82CY745.00$ 315.00$
SCHEDULE "D" - STORM SEWER (HIGHLAND AVENUE) TOTAL63,972.50$
10% CONTINGENCY$ 6,397.25
SCHEDULE "D" - STORM SEWER (HIGHLAND AVENUE)PROJECT TOTAL70,369.75$
SCHEDULE "A" - STREETS (HIGHLAND AVENUE)$ 458,536.83
SCHEDULE "B" - SANITARY SEWER (HIGHLAND AVENUE)$ 159,194.38
SCHEDULE "C" - WATERMAIN (HIGHLAND AVENUE)$ 195,632.53
SCHEDULE "D" - STORM SEWER (HIGHLAND AVENUE)$ 70,369.75
ESTIMATED PROJECT GRAND TOTAL$ 883,733.49
20% CONSTRUCTION OVERHEAD$ 176,746.70
ESTIMATED PROJECT GRAND TOTAL$ 1,060,480.19
3 of 3City of Prior Lake, MN
HIGHLAND AVE 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (MARSH STREET)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.12150,000.00$ 17,400.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF6.00$ -$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF31001.00$ 3,100.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY1007.00$ 700.00$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD28321.25$ 3,540.24$
2104.509REMOVE SIGN POST
7EACH650.00$ 300.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF1005.00$ 500.00$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF3004.00$ 1,200.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF2009.00$ 1,800.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF15716.00$ 2,516.80$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH1780.00$ 1,360.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY1020.00$ 200.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF6.00$ -$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY310610.00$ 31,062.78$
2105.507SUBGRADE EXCAVATION
19CY46614.00$ 6,523.18$
2105.609SELECT GRANULAR BORROW
20CY207112.00$ 24,850.22$
2105.526SELECT TOPSOIL BORROW
21CY45420.00$ 9,088.44$
2105.609AGGREGATE BACKFILL
22CY46614.00$ 6,523.18$
2105.604GEOTEXTILE FABRIC TYPE V
23SY31061.50$ 4,659.42$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON137414.50$ 19,918.24$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL1394.00$ 556.11$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON21167.00$ 14,139.96$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON35264.00$ 22,511.38$
1 of 3City of Prior Lake, MN
MARSH ST 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY39620.00$ 7,922.22$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY11538.00$ 4,370.00$
2531.501CONCRETE CURB AND GUTTER
33LF157312.00$ 18,876.00$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.123,000.00$ 348.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.1215,000.00$ 1,740.00$
2564.537INSTALL SIGN TYPE C
38EACH450.00$ 200.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH2260.00$ 520.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF2003.00$ 600.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH5350.00$ 1,750.00$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF4004.00$ 1,600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY28603.00$ 8,580.00$
SCHEDULE "A" - STREETS (MARSH STREET) TOTAL226,656.18$
10% CONTINGENCY$ 22,665.62
SCHEDULE "A" - STREETS (MARSH STREET)PROJECT TOTAL249,321.79$
SCHEDULE "B" - SANITARY SEWER (MARSH STREET)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH3425.00$ 1,275.00$
2105.601DEWATERING
48LUMP SUM0.15100,000.00$ 15,000.00$
2451.607PIPE BEDDING MATERIAL
49CY7040.00$ 2,816.00$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH1800.00$ 800.00$
2503.6028"X4" PVC SDR 26 WYE
51EACH17250.00$ 4,250.00$
2503.6034" PVC SEWER SDR 26
52LF78225.00$ 19,550.00$
2503.6038" PVC SEWER SDR 26
53LF79235.00$ 27,720.00$
2503.603LINING SEWER PIPE 8"
54LF39160.00$ 23,436.00$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT14120.00$ 1,656.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH32,400.00$ 7,200.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH3350.00$ 1,050.00$
SCHEDULE "B" - SANITARY SEWER (MARSH STREET) TOTAL104,753.00$
10% CONTINGENCY$ 10,475.30
SCHEDULE "B" - SANITARY SEWER (MARSH STREET)PROJECT TOTAL115,228.30$
SCHEDULE "C" - WATERMAIN (MARSH STREET)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF7908.00$ 6,320.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.1490,000.00$ 12,600.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH33,500.00$ 10,500.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH21,600.00$ 3,200.00$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH17180.00$ 3,060.00$
2 of 3City of Prior Lake, MN
MARSH ST 11/2/2014
2504.6021" CURB STOP & BOX
67EACH17275.00$ 4,675.00$
2504.6031" TYPE K COPPER PIPE
68LF85035.00$ 29,750.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF9035.00$ 3,150.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF83037.00$ 30,691.50$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS12445.00$ 6,221.25$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH4175.00$ 743.75$
SCHEDULE "C" - WATERMAIN (MARSH STREET) TOTAL111,911.50$
10% CONTINGENCY$ 11,191.15
SCHEDULE "C" - WATERMAIN (MARSH STREET)PROJECT TOTAL123,102.65$
SCHEDULE "D" - STORM SEWER (MARSH STREET)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF3307.00$ 2,310.00$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF15735.00$ 7,865.00$
2501.51518" RC PIPE APRON
76EACH1800.00$ 800.00$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF39638.00$ 15,048.00$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH1800.00$ 800.00$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH31,200.00$ 3,600.00$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH22,200.00$ 4,400.00$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.1580,000.00$ 12,000.00$
2511.501RANDOM RIP RAP CLASS III
82CY745.00$ 315.00$
SCHEDULE "D" - STORM SEWER (MARSH STREET) TOTAL47,138.00$
10% CONTINGENCY$ 4,713.80
SCHEDULE "D" - STORM SEWER (MARSH STREET)PROJECT TOTAL51,851.80$
SCHEDULE "A" - STREETS (MARSH STREET)$ 249,321.79
SCHEDULE "B" - SANITARY SEWER (MARSH STREET)$ 115,228.30
SCHEDULE "C" - WATERMAIN (MARSH STREET)$ 123,102.65
SCHEDULE "D" - STORM SEWER (MARSH STREET)$ 51,851.80
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 539,504.54
20% CONSTRUCTION OVERHEAD$ 107,900.91
ESTIMATED PROJECT GRAND TOTAL$ 647,405.45
3 of 3City of Prior Lake, MN
MARSH ST 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (GRAINWOOD 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.13150,000.00$ 19,500.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF6.00$ -$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF43881.00$ 4,388.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY1817.00$ 1,267.00$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD31371.25$ 3,921.50$
2104.509REMOVE SIGN POST
7EACH650.00$ 300.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF1255.00$ 625.00$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF3004.00$ 1,200.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF15010.00$ 1,500.00$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF8012.00$ 960.00$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF1009.00$ 900.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF17416.00$ 2,782.08$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH1480.00$ 1,120.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY2020.00$ 400.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF3006.00$ 1,800.00$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF6015.00$ 900.00$
2105.501COMMON EXCAVATION
18CY344110.00$ 34,408.00$
2105.507SUBGRADE EXCAVATION
19CY51614.00$ 7,225.68$
2105.609SELECT GRANULAR BORROW
20CY229412.00$ 27,526.40$
2105.526SELECT TOPSOIL BORROW
21CY52620.00$ 10,524.80$
2105.609AGGREGATE BACKFILL
22CY51614.00$ 7,225.68$
2105.604GEOTEXTILE FABRIC TYPE V
23SY35971.50$ 5,395.80$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON152214.50$ 22,063.28$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL1554.00$ 618.24$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON23467.00$ 15,662.72$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON39064.00$ 24,935.68$
1 of 3City of Prior Lake, MN
GRAINWOOD 32' B-B 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY53620.00$ 10,726.22$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY19938.00$ 7,565.80$
2531.501CONCRETE CURB AND GUTTER
33LF173912.00$ 20,865.60$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.133,000.00$ 390.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.1315,000.00$ 1,950.00$
2564.537INSTALL SIGN TYPE C
38EACH450.00$ 200.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH2260.00$ 520.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF4003.00$ 1,200.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH3350.00$ 1,050.00$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF1504.00$ 600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY33123.00$ 9,936.00$
SCHEDULE "A" - STREETS (GRAINWOOD 32' B-B) TOTAL259,853.48$
10% CONTINGENCY$ 25,985.35
SCHEDULE "A" - STREETS (GRAINWOOD 32' B-B)PROJECT TOTAL285,838.83$
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH3425.00$ 1,275.00$
2105.601DEWATERING
48LUMP SUM0.12100,000.00$ 12,000.00$
2451.607PIPE BEDDING MATERIAL
49CY21640.00$ 8,624.00$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH1800.00$ 800.00$
2503.6028"X4" PVC SDR 26 WYE
51EACH14250.00$ 3,500.00$
2503.6034" PVC SEWER SDR 26
52LF64425.00$ 16,100.00$
2503.6038" PVC SEWER SDR 26
53LF80935.00$ 28,297.50$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT14120.00$ 1,656.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH32,400.00$ 7,200.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH14350.00$ 4,900.00$
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 32' B-B) TOTAL84,352.50$
10% CONTINGENCY$ 8,435.25
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 32' B-B)PROJECT TOTAL92,787.75$
SCHEDULE "C" - WATERMAIN (GRAINWOOD 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF7698.00$ 6,152.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.1390,000.00$ 11,700.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH23,500.00$ 7,000.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH1,600.00$ -$
2504.60210" GATE VALVE AND BOX
65EACH32,000.00$ 6,000.00$
2504.6021" CORPORATION STOP
66EACH14180.00$ 2,520.00$
2 of 3City of Prior Lake, MN
GRAINWOOD 32' B-B 11/2/2014
2504.6021" CURB STOP & BOX
67EACH14275.00$ 3,850.00$
2504.6031" TYPE K COPPER PIPE
68LF70035.00$ 24,500.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF6035.00$ 2,100.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF37.00$ -$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF80745.00$ 36,335.25$
2504.608DUCTILE IRON FITTINGS
72LBS12115.00$ 6,055.88$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH4175.00$ 612.50$
SCHEDULE "C" - WATERMAIN (GRAINWOOD 32' B-B) TOTAL107,825.63$
10% CONTINGENCY$ 10,782.56
SCHEDULE "C" - WATERMAIN (GRAINWOOD 32' B-B)PROJECT TOTAL118,608.19$
SCHEDULE "D" - STORM SEWER (GRAINWOOD 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF7.00$ -$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF17395.00$ 8,694.00$
2501.51518" RC PIPE APRON
76EACH800.00$ -$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF10038.00$ 3,800.00$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH21,200.00$ 2,400.00$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH12,200.00$ 2,200.00$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.1380,000.00$ 10,400.00$
2511.501RANDOM RIP RAP CLASS III
82CY45.00$ -$
SCHEDULE "D" - STORM SEWER (GRAINWOOD 32' B-B) TOTAL27,494.00$
10% CONTINGENCY$ 2,749.40
SCHEDULE "D" - STORM SEWER (GRAINWOOD 32' B-B)PROJECT TOTAL30,243.40$
3 of 3City of Prior Lake, MN
GRAINWOOD 32' B-B 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (GRAINWOOD 26' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.15150,000.00$ 22,650.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF606.00$ 360.00$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF48001.00$ 4,800.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY1817.00$ 1,267.00$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD34001.25$ 4,250.28$
2104.509REMOVE SIGN POST
7EACH850.00$ 400.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF1255.00$ 625.00$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF4004.00$ 1,600.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF1009.00$ 900.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF22516.00$ 3,595.20$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH1980.00$ 1,520.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY4020.00$ 800.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF13406.00$ 8,040.00$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF10015.00$ 1,500.00$
2105.501COMMON EXCAVATION
18CY366210.00$ 36,617.78$
2105.507SUBGRADE EXCAVATION
19CY54914.00$ 7,689.73$
2105.609SELECT GRANULAR BORROW
20CY244112.00$ 29,294.22$
2105.526SELECT TOPSOIL BORROW
21CY68020.00$ 13,600.89$
2105.609AGGREGATE BACKFILL
22CY54914.00$ 7,689.73$
2105.604GEOTEXTILE FABRIC TYPE V
23SY38281.50$ 5,742.33$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON160914.50$ 23,327.77$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL1574.00$ 627.73$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON23767.00$ 15,903.23$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON39664.00$ 25,318.58$
1 of 3City of Prior Lake, MN
GRAINWOOD 26' B-B 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY58720.00$ 11,733.33$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY19938.00$ 7,565.80$
2531.501CONCRETE CURB AND GUTTER
33LF224712.00$ 26,964.00$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.153,000.00$ 453.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.1515,000.00$ 2,265.00$
2564.537INSTALL SIGN TYPE C
38EACH650.00$ 300.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH4260.00$ 1,040.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF4003.00$ 1,200.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH7350.00$ 2,450.00$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF1504.00$ 600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY42803.00$ 12,840.00$
SCHEDULE "A" - STREETS (GRAINWOOD 26' B-B) TOTAL293,230.61$
10% CONTINGENCY$ 29,323.06
SCHEDULE "A" - STREETS (GRAINWOOD 26' B-B)PROJECT TOTAL322,553.68$
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 26' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH4425.00$ 1,700.00$
2105.601DEWATERING
48LUMP SUM0.19100,000.00$ 19,000.00$
2451.607PIPE BEDDING MATERIAL
49CY53740.00$ 21,466.67$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH800.00$ -$
2503.6028"X4" PVC SDR 26 WYE
51EACH19250.00$ 4,750.00$
2503.6034" PVC SEWER SDR 26
52LF87425.00$ 21,850.00$
2503.6038" PVC SEWER SDR 26
53LF120835.00$ 42,262.50$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT18120.00$ 2,208.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH42,400.00$ 9,600.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH19350.00$ 6,650.00$
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 26' B-B) TOTAL129,487.17$
10% CONTINGENCY$ 12,948.72
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 26' B-B)PROJECT TOTAL142,435.88$
SCHEDULE "C" - WATERMAIN (GRAINWOOD 26' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF8838.00$ 7,064.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.1790,000.00$ 15,300.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH33,500.00$ 10,500.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH1,600.00$ -$
2504.60210" GATE VALVE AND BOX
65EACH32,000.00$ 6,000.00$
2504.6021" CORPORATION STOP
66EACH19180.00$ 3,420.00$
2 of 3City of Prior Lake, MN
GRAINWOOD 26' B-B 11/2/2014
2504.6021" CURB STOP & BOX
67EACH19275.00$ 5,225.00$
2504.6031" TYPE K COPPER PIPE
68LF95035.00$ 33,250.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF9035.00$ 3,150.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF37.00$ -$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF92745.00$ 41,721.75$
2504.608DUCTILE IRON FITTINGS
72LBS13915.00$ 6,953.63$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH5175.00$ 831.25$
SCHEDULE "C" - WATERMAIN (GRAINWOOD 26' B-B) TOTAL134,415.63$
10% CONTINGENCY$ 13,441.56
SCHEDULE "C" - WATERMAIN (GRAINWOOD 26' B-B)PROJECT TOTAL147,857.19$
SCHEDULE "D" - STORM SEWER (GRAINWOOD 26' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF2507.00$ 1,750.00$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF22475.00$ 11,235.00$
2501.51518" RC PIPE APRON
76EACH1800.00$ 800.00$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF30038.00$ 11,400.00$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH31,200.00$ 3,600.00$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH32,200.00$ 6,600.00$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.1780,000.00$ 13,600.00$
2511.501RANDOM RIP RAP CLASS III
82CY745.00$ 315.00$
SCHEDULE "D" - STORM SEWER (GRAINWOOD 26' B-B) TOTAL49,300.00$
10% CONTINGENCY$ 4,930.00
SCHEDULE "D" - STORM SEWER (GRAINWOOD 26' B-B)PROJECT TOTAL54,230.00$
SCHEDULE "A" - STREETS (GRAINWOOD 26' B-B)$ 322,553.68
SCHEDULE "B" - SANITARY SEWER (GRAINWOOD 26' B-B)$ 142,435.88
SCHEDULE "C" - WATERMAIN (GRAINWOOD 26' B-B)$ 147,857.19
SCHEDULE "D" - STORM SEWER (GRAINWOOD 26' B-B)$ 54,230.00
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 667,076.75
20% CONSTRUCTION OVERHEAD$ 133,415.35
ESTIMATED PROJECT GRAND TOTAL$ 800,492.10
3 of 3City of Prior Lake, MN
GRAINWOOD 26' B-B 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECON 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.10150,000.00$ 15,000.00$
2101.502CLEAR AND GRUB
2EACH5350.00$ 1,750.00$
2104.501REMOVE CURB & GUTTER
3LF6.00$ -$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF29801.00$ 2,980.00$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY7.00$ -$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD26521.25$ 3,315.28$
2104.509REMOVE SIGN POST
7EACH650.00$ 300.00$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF5.00$ -$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF2504.00$ 1,000.00$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF1009.00$ 900.00$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF14716.00$ 2,352.00$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH880.00$ 640.00$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY1020.00$ 200.00$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF6.00$ -$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY290910.00$ 29,088.89$
2105.507SUBGRADE EXCAVATION
19CY43614.00$ 6,108.67$
2105.609SELECT GRANULAR BORROW
20CY193912.00$ 23,271.11$
2105.526SELECT TOPSOIL BORROW
21CY44520.00$ 8,897.78$
2105.609AGGREGATE BACKFILL
22CY43614.00$ 6,108.67$
2105.604GEOTEXTILE FABRIC TYPE V
23SY30411.50$ 4,561.67$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON128614.50$ 18,652.53$
2215.501FULL DEPTH RECLAMATION
27SY10.00$ -$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL1314.00$ 522.67$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON19867.00$ 13,241.43$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON32964.00$ 21,080.89$
1 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL 32' RECON 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY36420.00$ 7,284.44$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY38.00$ -$
2531.501CONCRETE CURB AND GUTTER
33LF147012.00$ 17,640.00$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF14.00$ -$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.103,000.00$ 300.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.1015,000.00$ 1,500.00$
2564.537INSTALL SIGN TYPE C
38EACH450.00$ 200.00$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH2260.00$ 520.00$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH5350.00$ 1,750.00$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH1050.00$ 500.00$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF4003.00$ 1,200.00$
2573.530STORM DRAIN INLET PROTECTION
43EACH350.00$ -$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF1504.00$ 600.00$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH21,000.00$ 2,000.00$
2575.505SODDING TYPE LAWN
46SY28003.00$ 8,400.00$
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECON 32' B-B) TOTAL203,566.02$
10% CONTINGENCY$ 20,356.60
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECON 32' B-B)PROJECT TOTAL223,922.62$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECON 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH3425.00$ 1,275.00$
2105.601DEWATERING
48LUMP SUM0.09100,000.00$ 9,000.00$
2451.607PIPE BEDDING MATERIAL
49CY6540.00$ 2,613.33$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH1800.00$ 800.00$
2503.6028"X4" PVC SDR 26 WYE
51EACH8250.00$ 2,000.00$
2503.6034" PVC SEWER SDR 26
52LF36825.00$ 9,200.00$
2503.6038" PVC SEWER SDR 26
53LF73535.00$ 25,725.00$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT14120.00$ 1,656.00$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH32,400.00$ 7,200.00$
2506.622ADJUST FRAME & RING CASTING
57EACH350.00$ -$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH8350.00$ 2,800.00$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECON 32' B-B) TOTAL62,269.33$
10% CONTINGENCY$ 6,226.93
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECON 32' B-B)PROJECT TOTAL68,496.27$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECON 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF7008.00$ 5,600.00$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM0.1090,000.00$ 9,000.00$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH11,000.00$ 1,000.00$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH33,500.00$ 10,500.00$
2504.602ADJUST VALVE BOX
63EACH150.00$ -$
2504.6028" GATE VALVE AND BOX
64EACH31,600.00$ 4,800.00$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH8180.00$ 1,440.00$
2 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL 32' RECON 11/2/2014
2504.6021" CURB STOP & BOX
67EACH8275.00$ 2,200.00$
2504.6031" TYPE K COPPER PIPE
68LF40035.00$ 14,000.00$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF9035.00$ 3,150.00$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF73537.00$ 27,195.00$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS11035.00$ 5,512.50$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH2175.00$ 350.00$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECON 32' B-B) TOTAL84,747.50$
10% CONTINGENCY$ 8,474.75
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECON 32' B-B)PROJECT TOTAL93,222.25$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECON 32' B-B)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF7.00$ -$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF14705.00$ 7,350.00$
2501.51518" RC PIPE APRON
76EACH800.00$ -$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF38.00$ -$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH1,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH2,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM0.1080,000.00$ 8,000.00$
2511.501RANDOM RIP RAP CLASS III
82CY45.00$ -$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECON 32' B-B) TOTAL15,350.00$
10% CONTINGENCY$ 1,535.00
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECON 32' B-B)PROJECT TOTAL16,885.00$
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECON 32' B-B)$ 223,922.62
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECON 32' B-B)68,496.27$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECON 32' B-B)$ 93,222.25
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECON 32' B-B)$ 16,885.00
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 402,526.14
20% CONSTRUCTION OVERHEAD$ 80,505.23
ESTIMATED PROJECT GRAND TOTAL$ 483,031.36
3 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL 32' RECON 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (EAU CLAIRE CIRCLE RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.01150,000.00$ 1,950.00$
2101.502CLEAR AND GRUB
2EACH350.00$ -$
2104.501REMOVE CURB & GUTTER
3LF646.00$ 384.00$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF1.00$ -$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY7.00$ -$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD1.25$ -$
2104.509REMOVE SIGN POST
7EACH50.00$ -$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF5.00$ -$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF4.00$ -$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF9.00$ -$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF16.00$ -$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH80.00$ -$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY20.00$ -$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF6.00$ -$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY10.00$ -$
2105.507SUBGRADE EXCAVATION
19CY13314.00$ 1,858.37$
2105.609SELECT GRANULAR BORROW
20CY12.00$ -$
2105.526SELECT TOPSOIL BORROW
21CY2020.00$ 400.00$
2105.609AGGREGATE BACKFILL
22CY13314.00$ 1,858.37$
2105.604GEOTEXTILE FABRIC TYPE V
23SY1.50$ -$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1080.00$ 800.00$
2130.501WATER DUST CONTROL
25MG1050.00$ 500.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON14.50$ -$
2215.501FULL DEPTH RECLAMATION
27SY74710.00$ 7,466.67$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL374.00$ 149.33$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON6267.00$ 4,127.20$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON10364.00$ 6,570.67$
1 of 3City of Prior Lake, MN
EAU CLAIRE CIRCLE RECLAIM 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY20.00$ -$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY38.00$ -$
2531.501CONCRETE CURB AND GUTTER
33LF12.00$ -$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF6414.00$ 896.00$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.013,000.00$ 39.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.0115,000.00$ 195.00$
2564.537INSTALL SIGN TYPE C
38EACH50.00$ -$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH260.00$ -$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH350.00$ -$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH50.00$ -$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF3.00$ -$
2573.530STORM DRAIN INLET PROTECTION
43EACH350.00$ -$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF4.00$ -$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH1,000.00$ -$
2575.505SODDING TYPE LAWN
46SY503.00$ 150.00$
SCHEDULE "A" - STREETS (EAU CLAIRE CIRCLE RECLAIM) TOTAL27,344.61$
10% CONTINGENCY$ 2,734.46
SCHEDULE "A" - STREETS (EAU CLAIRE CIRCLE RECLAIM)PROJECT TOTAL30,079.07$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE CIRCLE RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH425.00$ -$
2105.601DEWATERING
48LUMP SUM100,000.00$ -$
2451.607PIPE BEDDING MATERIAL
49CY40.00$ -$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH800.00$ -$
2503.6028"X4" PVC SDR 26 WYE
51EACH250.00$ -$
2503.6034" PVC SEWER SDR 26
52LF25.00$ -$
2503.6038" PVC SEWER SDR 26
53LF35.00$ -$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT120.00$ -$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH2,400.00$ -$
2506.622ADJUST FRAME & RING CASTING
57EACH1350.00$ 350.00$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH350.00$ -$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE CIRCLE RECLAIM) TOTAL350.00$
10% CONTINGENCY$ 35.00
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE CIRCLE RECLAIM)PROJECT TOTAL385.00$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE CIRCLE RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF8.00$ -$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM90,000.00$ -$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH1,000.00$ -$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH3,500.00$ -$
2504.602ADJUST VALVE BOX
63EACH1150.00$ 150.00$
2504.6028" GATE VALVE AND BOX
64EACH1,600.00$ -$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH180.00$ -$
2 of 3City of Prior Lake, MN
EAU CLAIRE CIRCLE RECLAIM 11/2/2014
2504.6021" CURB STOP & BOX
67EACH275.00$ -$
2504.6031" TYPE K COPPER PIPE
68LF35.00$ -$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF35.00$ -$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF37.00$ -$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS5.00$ -$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH175.00$ -$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE CIRCLE RECLAIM) TOTAL150.00$
10% CONTINGENCY$ 15.00
SCHEDULE "C" - WATERMAIN (EAU CLAIRE CIRCLE RECLAIM)PROJECT TOTAL165.00$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE CIRCLE RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF7.00$ -$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF5.00$ -$
2501.51518" RC PIPE APRON
76EACH800.00$ -$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF38.00$ -$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH1,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH2,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM80,000.00$ -$
2511.501RANDOM RIP RAP CLASS III
82CY45.00$ -$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE CIRCLE RECLAIM) TOTAL-$
10% CONTINGENCY$ -
SCHEDULE "D" - STORM SEWER (EAU CLAIRE CIRCLE RECLAIM)PROJECT TOTAL-$
SCHEDULE "A" - STREETS (EAU CLAIRE CIRCLE RECLAIM)$ 30,079.07
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE CIRCLE RECLAIM)$ 385.00
SCHEDULE "C" - WATERMAIN (EAU CLAIRE CIRCLE RECLAIM)$ 165.00
SCHEDULE "D" - STORM SEWER (EAU CLAIRE CIRCLE RECLAIM)$ -
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 30,629.07
20% CONSTRUCTION OVERHEAD$ 6,125.81
ESTIMATED PROJECT GRAND TOTAL$ 36,754.88
3 of 3City of Prior Lake, MN
EAU CLAIRE CIRCLE RECLAIM 11/2/2014
ENGINEER'S ESTIMATE
2015 STREET RECONSTRUCTION PROJECT
CITY OF PRIOR LAKE, MINNESOTA
BMI PROJECT NO. T18.109027
(1) EXACT QUANTITIES AND LOCATIONS TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER
(2) INCLUDES GRANULAR BORROW- SEE DETAILS.
(3) PAID ONCE, REGARDLESS OF TYPE OR QUANTITY INSTALLED, MAINTENANCE INLUDED
(4) LINEAR FOOT FROM MAIN TO CURB STOP FOR ALL FIELD MODIFIED WATER SERVICES NOT INSTALLED PER PLAN IN A COMMON TRENCH WITH THE SANITARY SEWER SERVICE
(5) INCLUDES FITTINGS & MATERIALS REQUIRED.
(6) INCLUDES BEDDING AND/OR ENCASEMENT MATERIAL AS REQUIRED.
(7) MATCH EXISTING IN RECLAIM AREA, NECESSARY CONCRETE SAWING IS INCIDENTAL TO REMOVAL
(8) CASTING, VALVE BOX, AND CURB BOX ADJUSTMENTS INCIDENTAL
(9) ALL DISTURED AREAS ARE TO BE EXCAVATED 5" AND FILLED WITH TOPSOIL EXCAVATION INCIDENTIAL.
(10) PAYMENT INCLUDES ITS REMOVAL AND DISPOSAL AS REQUIRED
(11) SPECIFIC STREET NAME SIGNS CALLED OUT ON PLAN SHEETS
(12) INCLUDES REMOVAL
(13) APPX EVEN MIX OF EACH TREE VARIETY
(14) USED AS DIRECTED BY THE ENGINEER.
(15) MATERIAL UTILIZED FOR SUBGRADE EXCAVATED AREAS
(CV) COMPACTED VOLUME
(EV) EXCAVATED VOLUME
(P) PLAN QUANTITY
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2021.501MOBILIZATION
1LUMP SUM0.06150,000.00$ 9,000.00$
2101.502CLEAR AND GRUB
2EACH350.00$ -$
2104.501REMOVE CURB & GUTTER
3LF2786.00$ 1,665.00$
2104.505REMOVE BITUMINOUS DRIVEWAY PAVEMENT
4SF1.00$ -$
2104.505REMOVE CONCRETE DRIVEWAY PAVEMENT
5SY7.00$ -$
2104.505REMOVE BITUMINOUS PAVEMENT
6SQ YD1.25$ -$
2104.509REMOVE SIGN POST
7EACH50.00$ -$
2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)
8LF5.00$ -$
2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
9LF4.00$ -$
2104.521SALVAGE & REINSTALL WOOD RAIL FENCE
10LF10.00$ -$
2104.521SALVAGE & REINSTALL CHAIN LINK FENCE
11LF12.00$ -$
2104.521SALVAGE & REINSTALL LANDSCAPE EDGING
12LF9.00$ -$
2104.521SALVAGE & REINSTALL SPRINKLER SYSTEM
13LF16.00$ -$
2104.523SALVAGE & REINSTALL MAILBOX
14EACH80.00$ -$
2104.604SALVAGE & REINSTALL LANDSCAPE ROCK
15SY20.00$ -$
2104.618SALVAGE & REINSTALL CONCRETE PAVERS
16SF6.00$ -$
2104.618SALVAGE & REINSTALL RETAINING WALL
17SF15.00$ -$
2105.501COMMON EXCAVATION
18CY10.00$ -$
2105.507SUBGRADE EXCAVATION
19CY57614.00$ 8,057.78$
2105.609SELECT GRANULAR BORROW
20CY12.00$ -$
2105.526SELECT TOPSOIL BORROW
21CY5020.00$ 1,000.00$
2105.609AGGREGATE BACKFILL
22CY57614.00$ 8,057.78$
2105.604GEOTEXTILE FABRIC TYPE V
23SY1.50$ -$
2123.610STREET SWEEPER (WITH PICKUP BROOM)
24HOUR1580.00$ 1,200.00$
2130.501WATER DUST CONTROL
25MG2050.00$ 1,000.00$
2211.501AGGREGATE BASE CLASS 5 MOD. (100% CRUSHED)
26TON14.50$ -$
2215.501FULL DEPTH RECLAMATION
27SY316610.00$ 31,655.56$
2357.502BITUMINOUS MATERIAL FOR TACK COAT
28GAL1734.00$ 690.67$
2360.501TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)
29TON26167.00$ 17,497.61$
2360.502TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B)
30TON43564.00$ 27,856.89$
1 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL RECLAIM 11/2/2014
2360.503TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT
31SY20.00$ -$
2531.5076" CONCRETE DRIVEWAY PAVEMENT
32SY38.00$ -$
2531.501CONCRETE CURB AND GUTTER
33LF12.00$ -$
2531.501CONCRETE CURB AND GUTTER DESIGN D418
34LF27814.00$ 3,885.00$
2540.601TEMPORARY MAILBOXES
35LUMP SUM0.063,000.00$ 180.00$
2540.618INSTALL CONCRETE PAVERS
36SF12.00$ -$
2563.601TRAFFIC CONTROL
37LUMP SUM0.0615,000.00$ 900.00$
2564.537INSTALL SIGN TYPE C
38EACH50.00$ -$
2564.537INSTALL SIGN TYPE SPECIAL (STREET NAME)
39EACH260.00$ -$
2571.502TREE 2.5" CAL B&B (VARIETY - SEE SPEC)
40EACH350.00$ -$
2571.505SHRUB 18" HT (VARIETY - SEE SPEC)
41EACH50.00$ -$
2573.502SILT FENCE, TYPE HEAVY DUTY
42LF3.00$ -$
2573.530STORM DRAIN INLET PROTECTION
43EACH350.00$ -$
2573.540FILTER LOG TYPE WOOD FIBER BIOROLL
44LF4.00$ -$
2573.602TEMPORARY ROCK CONSTRUCTION ENTRANCE
45EACH1,000.00$ -$
2575.505SODDING TYPE LAWN
46SY2003.00$ 600.00$
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECLAIM) TOTAL113,246.28$
10% CONTINGENCY$ 11,324.63
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECLAIM)PROJECT TOTAL124,570.90$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.509REMOVE MANHOLE
47EACH425.00$ -$
2105.601DEWATERING
48LUMP SUM100,000.00$ -$
2451.607PIPE BEDDING MATERIAL
49CY40.00$ -$
2503.602CONNECT TO EXISTING MANHOLES (SAN)
50EACH800.00$ -$
2503.6028"X4" PVC SDR 26 WYE
51EACH250.00$ -$
2503.6034" PVC SEWER SDR 26
52LF25.00$ -$
2503.6038" PVC SEWER SDR 26
53LF35.00$ -$
2503.603LINING SEWER PIPE 8"
54LF60.00$ -$
2506.501SANITARY MANHOLE EXTRA DEPTH (>8FT)
55LIN FT120.00$ -$
2506.50248" DIAMETER SANITARY MANHOLE
56EACH2,400.00$ -$
2506.622ADJUST FRAME & RING CASTING
57EACH6350.00$ 2,100.00$
2506.602 CASTING ASSEMBLY SPECIAL - TRACER WIRE LOCATE BOX
58EACH350.00$ -$
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECLAIM) TOTAL2,100.00$
10% CONTINGENCY$ 210.00
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECLAIM)PROJECT TOTAL2,310.00$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE WATERMAIN
59LF8.00$ -$
2504.601TEMPORARY WATER SERVICE
60LUMP SUM90,000.00$ -$
2504.602CONNECT TO EXISTING WATER MAIN
61EACH1,000.00$ -$
2504.602HYDRANT WITH 6" GATE VALVE & BOX
62EACH3,500.00$ -$
2504.602ADJUST VALVE BOX
63EACH3150.00$ 450.00$
2504.6028" GATE VALVE AND BOX
64EACH1,600.00$ -$
2504.60210" GATE VALVE AND BOX
65EACH2,000.00$ -$
2504.6021" CORPORATION STOP
66EACH180.00$ -$
2 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL RECLAIM 11/2/2014
2504.6021" CURB STOP & BOX
67EACH275.00$ -$
2504.6031" TYPE K COPPER PIPE
68LF35.00$ -$
2504.6036" WATERMAIN DUCTILE IRON CL 52
69LF35.00$ -$
2504.6038" WATERMAIN DUCTILE IRON CL 52
70LF37.00$ -$
2504.60310" WATERMAIN DUCTILE IRON CL 52
71LF45.00$ -$
2504.608DUCTILE IRON FITTINGS
72LBS5.00$ -$
2506.602CURB STOP BOX DRIVEWAY CASTING ASSEMBLY
73EACH175.00$ -$
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECLAIM) TOTAL450.00$
10% CONTINGENCY$ 45.00
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECLAIM)PROJECT TOTAL495.00$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECLAIM)
ITEM
NO.SPEC. REF UNIT PRICE TOTAL PRICE
DESCRIPTIONUNITQTY
2104.501REMOVE SEWER PIPE (STORM CULVERT)
74LF7.00$ -$
2502.5414" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK)
75LF5.00$ -$
2501.51518" RC PIPE APRON
76EACH800.00$ -$
2503.54118" RC PIPE SEWER CL V DESIGN 3006 (STORM)
77LF38.00$ -$
2503.602CONNECT TO EXISTING STORM SEWER
78EACH800.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301)
79EACH1,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300)
80EACH2,200.00$ -$
2506.502CONST DRAINAGE STRUCTURE DES SPECIAL 1 (WATER QUALITY)
81LUMP SUM80,000.00$ -$
2511.501RANDOM RIP RAP CLASS III
82CY45.00$ -$
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECLAIM) TOTAL-$
10% CONTINGENCY$ -
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECLAIM)PROJECT TOTAL-$
SCHEDULE "A" - STREETS (EAU CLAIRE TRAIL RECLAIM)$ 124,570.90
SCHEDULE "B" - SANITARY SEWER (EAU CLAIRE TRAIL RECLAIM)$ 2,310.00
SCHEDULE "C" - WATERMAIN (EAU CLAIRE TRAIL RECLAIM)$ 495.00
SCHEDULE "D" - STORM SEWER (EAU CLAIRE TRAIL RECLAIM)$ -
ESTIMATED PROJECT CONSTRUCTION TOTAL$ 127,375.90
20% CONSTRUCTION OVERHEAD$ 25,475.18
ESTIMATED PROJECT GRAND TOTAL$ 152,851.08
3 of 3City of Prior Lake, MN
EAU CLAIRE TRAIL RECLAIM 11/2/2014
APPENDIX C
APPENDIX C PRELIMINARY ASSESSMENT AREAS
MAP
CLAIRE TRL NE
4185 EAU
J & LINDA C
WORRELL FRANK
CLAIRE TRL NE
4094 EAU
NA & ATTN: FO
WELLS FARGO BANK
CLAIRE TRL NE
4066 EAU
GILBERTSON CHRIS
4055 154 ST NE
BURNETTE KIPP J
CLAIRE TRL NE
4043 EAU CLAIRE TRL NE
4040 EAU
CLIFFORD & BARBARA
CLAIRE CIR NE
DOUSETTE JEFF
WITTSTRUCK
4060 EAU
SWANKE SHANE
4025 154 ST NW
HWY DEPT
SCOTT COUNTY
3895 MARSH ST NW
& JENNIFER M
SEURER DOLAN D
3892 MARSH ST NW
GONZALEZ ANTONIO
3883 MARSH ST NW
STEPHANIE L
SAFE
3880 MARSH ST NW
J & LISA A
UPHOFF JEFFREY
3870 MARSH ST NW
D & DEBRA K
MCGAHEY MICHAEL
AVE NW
15790 SKYLINE
SIPE TODD H
3852 MARSH ST NW
A & PATRICE J
ZUTTER BRUCE
ST NW
3834 MARSH
WEST ROBERT G
3816 MARSH ST NW
BRADLEY D
DYBDAHL
3796 MARSH ST NW
JAMES H SR
MICHAEL
3776 MARSH ST NW
L & HOLLY
ROSE TODD
APPENDIX D
APPENDIX D ASSESSMENT POLICY
APPENDIX E
APPENDIX E PROJECT QUESTIONNAIRES
APPENDIX F
APPENDIX F GEOTECHNICAL SOIL BORING LOGS