042720 City Council Meeting Packet
NEW HOPE CITY COUNCIL
MEETING AGENDA
April 27, 2020
7:00 p.m.
City Hall – Council Chambers
4401 Xylon Avenue North
Mayor Kathi Hemken
Council Member John Elder
Council Member Cedrick Frazier
Council Member Andy Hoffe
Council Member Jonathan London
The City Council wants and encourages citizen participation at Council Meetings. Your input and
opinions count and are valuable. You are encouraged to bring forth your comments and issues at
the appropriate point on the agenda.
A 15-minute maximum Open Forum is held at the beginning of each Council Meeting. At this time
any person may address the Council on any subject pertaining to City business not listed on this
agenda or scheduled as a future agenda item. The Council requests that you limit your presentation
to 3 minutes. Anyone wishing to address the City Council on a particular item should raise their
hand and be recognized by the Mayor. Approach the podium and speak into the microphone by
first stating your name and address. Also, please record your name on the roster at the table near
the door so that your name will be spelled correctly in the minutes.
Individuals should not expect the Mayor or Council to respond to their comments tonight; Council
may refer the matter to staff for handling or for consideration at a future meeting. You are welcome
to contact the city clerk at 763-531-5117 after the council meeting.
COUNCIL MEETING BROADCASTS AND STREAMING
Government Access channel 16 programming includes live/taped meeting replays
Live on-line meetings and past meetings on-demand are available through www.nwsccc.org.
www.newhopemn.gov
New Hope Values and Vision
City Mission
Strong local government that is proactive in responding to the community needs and issues by delivering quality
public service to all city residents, businesses, property owners, and organizations in a prudent and e cient manner.
Values
Excellence and Quality in the Delivery of Services
We believe that service to the public is our reason for being and strive to deliver quality services in a
highly professional and cost-e ective manner.
Fiscal Responsibility
We believe that fi scal responsibility and the prudent stewardship of public funds and city assets is essential if
residents are to have confi dence in government.
Ethics, Integrity and Professionalism
We believe that ethics, integrity, and professionalism are the foundation blocks of public trust and confi dence and
that all meaningful relationships are built on these values.
Respect for the Individual
We believe in the uniqueness of every individual, and welcome, appreciate, and respect diversity and the di ering
of opinions.
Open, Honest, and Respectful Communication
We believe that open, honest, and respectful communication is essential for an informed and involved citizenry
and to foster a positive environment for those interacting with our city.
Cooperation and Teamwork
We believe that the public is best served when all work cooperatively.
Visionary Leadership and Planning
We believe that the very essence of leadership is to be responsive to current goals and needs, and visionary in
planning for the future.
Vision
e city is a great place to grow as a family, individual, or business.
All within our city are safe and secure.
Essential services will be those that promote a safe and healthy environment for all residents.
Essential services and programs will be enhanced and streamlined, and will be provided in an economical manner
and with measurable results.
e city views residents as its greatest asset and seeks their input and participation.
e city will meet the communication needs of citizens, elected o cials, and city sta .
Strategic Goals
e city will maintain and improve its infrastructure (water distribution, storm water, sewer, roads, parks,
lighting, and city facilities).
e city will use frugal spending and resourceful fi nancial management to maintain its fi scal health.
e city will encourage maintenance, redevelopment, and reinvestment of existing properties to improve
or enhance its tax base.
e city will provide core services with a professional sta who are equipped with the necessary tools and
equipment and given necessary direction.
e city will facilitate and improve communications to promote e ective intergovernmental cooperation
between sta , citizens, and Council.
Adopted by the New Hope City Council, August 2006
Reaffirmed by the New Hope City Council, February 2019
CITY COUNCIL MEETING
City Hall, 4401 Xylon Avenue North
Monday, April 27, 2020
7:00 p.m.
Regular Session
City Hall will be open to the public for this meeting; however due to the current COVID-19 pandemic, the city
will be making its council meeting available via Webex. The public may participate in this meeting by phone by
calling 415-655-0001 and entering meeting/access code 802 506 127 followed by the # sign. When prompted for a
password, simply press #. Anyone wishing to speak at Open Forum is encouraged to call the city clerk at 763-
531-5117 in advance for instructions.
1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE – April 27, 2020
2. ROLL CALL
3. APPROVAL OF MINUTES:
Council Meeting Minutes – April 13, 2020
4. OPEN FORUM
5. PRESENTATIONS
6. CONSENT BUSINESS
6.2 Approval of financial claims through April 27, 2020
6.4 Motion to accept a $44.80 donation for a recreation scholarship
6.5 Resolution proclaiming the month of May 2020 as Building Safety Month in the city of
New Hope
6.6 Resolution authorizing the appropriation of funds in the amount of $7,060 for the
replacement of the skate sharpening machines at the New Hope Ice Arena
6.7 Resolution authorizing the appropriation of funds in the amount of $2,225 for the
addition of ventilation to the concession equipment room at the New Hope Village Golf
Course
7. PUBLIC HEARING
8. DEVELOPMENT AND PLANNING
8.1 Resolution awarding a contract to Visu-Sewer in the amount of $321,115.10 for lining
sanitary sewer pipe in both 2020 and 2021 (Improvement project no. 1048)
8.2 Resolution approving a joint powers agreement between the city of New Hope and the
city of Crystal for street maintenance work on 32nd Avenue (32nd Avenue Mill and
Overlay Project No.1043)
8.3 Resolution awarding low bid of $127,334.50 to Dunaway Construction for playground
site work at Begin Park (Improvement Project No. 1040) and for basketball court
replacement at Northwood Park (Improvement Project No. 1046)
8.4 Resolution awarding contracts with Flagship Recreation and Landscape Structures for
$111,852.12 for playground equipment, engineered wood fiber, a picnic table with shade
structure and installation at Begin Park (Improvement Project No. 1040)
9. PETITIONS AND REQUESTS
10. ORDINANCES AND RESOLUTIONS
11. UNFINISHED AND ORGANIZATIONAL BUSINESS
12. OTHER BUSINESS
12.1 Exchange of communication between members of the city council
13. ADJOURNMENT
Memorandum
To: New Hope City Council
From: Kirk McDonald, City Manager
Date: April 23, 2020
Subject: Agenda Items for Monday, April 27, 2020
Open Forum
We are not aware of anyone who intends to address Council for the open forum.
Items 6.1, 6.2, and 6.3
Item 6.1 – there are no new business license requests.
Item 6.2 - involves routine financial claims.
Item 6.3 – there are no new liability claims to report.
Item 6.4
This item accepts a $44.80 donation from The Orenstein family. Due to the COVID-19 situation, credits
and refunds were offered for cancelled dance programs. The Orenstein family is donating their refund
to the scholarship program. Staff is appreciative of their generosity, and a thank you letter will be
mailed. Director Rader and I recommend approval.
Item 6.5
This resolution proclaims the month of May 2020 as Building Safety Month in the city to recognize the
importance of building safety and fire prevention. Director Sargent and I recommend approval.
Item 6.6
This resolution authorizes the expenditure of $7,060 to Sparx for four skate sharpening machines for the ice
arena. The current machines are 15 years old and in need of replacement. The new machines can be operated
by seasonal staff as well as full-time staff, and the city will charge $6 for the service. The 2020 CIP contains
$20,000 for the purchase. Director Rader and I recommend approval.
Item 6.7
Staff recommends improving the ventilation in the golf course concession equipment room for a cost of
$2,225. The refrigeration and ice machine equipment generate heat that is detrimental to the products
stored in the room as well as to the equipment itself. It is recommended that fans be installed to
provide better circulation. Quotes were obtained for the work and the low bid was submitted by Kidd
Plumbing, Inc. for $2,225. Other minor electrical or structural work may be needed and it is anticipated
to be less than $1,000. The 2020 CIP contains $10,000 for this work. Director Rader and I recommend
approval.
Item 8.1
Staff recommends awarding a contract to Visu-Sewer for $321,115.10 for sanitary sewer lining projects
for 2020 and 2021. The work is done to reduce inflow and infiltration in the sanitary sewer system. The
project area is the northwest corner of the city. The 2020 project includes approximately 5,890 feet of
work and the 2021 project includes approximately 7,156 feet. There is $350,000 earmarked in each year
of the CIP budgets for a total of $700,000. Due to the favorable bid, a change order may be requested for
additional sewer lining. Director Weber and I recommend approval.
Item 8.2
The city of Crystal is undertaking a mill and overlay on 32nd Avenue between Winnetka and Winpark this
summer. The northern half of 32nd Avenue is owned and maintained by the city of New Hope. Staff
recommends approving a joint powers agreement with Crystal for the work at a cost of $28,681.87. The
expenditure would be funded by the street infrastructure fund. Director Weber and I recommend approval.
Item 8.3
This item awards a contract to Dunaway Construction for $127,334.50 for playground site work at Begin
Park and for basketball court replacement at Northwood Park. Begin Park is located at 5407 Wisconsin
Avenue North. The project includes site work includes replacement of the playground container,
entrance ramp, and replacement of the sidewalk. Alternate 2 will include installation of concrete pads
for two benches and a picnic table. The basketball court portion of the project will include the removal
of the existing court and hoops and installation of a new court and hoops. Total funding for the two
projects is $280,000 and is available in the Park Infrastructure Fund. Director Rader and I recommend
approval.
Item 8.4
This item awards a contract with Flagship Recreation and Landscape Structures for $111,852.12 for
playground equipment at Begin Park. The contract includes purchase and installation of playground
equipment, playground mats, geotextile fabric, engineered wood fiber, picnic table and sun shade. In
2011 the city began using a playground vendor who offered a program to refurbish equipment. Begin
Park will be the first playground replacement project that can incorporate the refurbish component that
resulted in re-using $24,097 worth of equipment including several posts, decking, and some slides.
Similar to past projects input was sought from the neighborhood. There is $200,000 earmarked for the
play equipment. Also, staff recently applied for a $25,000 Hennepin youth sports grant. Director Rader
and I recommend approval.
Item 12.1
Mayor Hemken will review the list of upcoming events/meetings.
EDA Item 4
In January of 2020 the EDA acquired the single-family home at 6027 West Broadway as part of the
city’s scattered site housing program. The home was demolished and the lot has been prepared for
construction of a new single-family home. The lot has been marketed, and staff would like to review
the proposals with the EDA. Four proposals were received from two builders. Staff recommends
entering a purchase and redevelopment agreement with Novak-Fleck Inc. for the Wood Ridge
proposal, which includes the highest lot price ($65,000), highest projected sale price ($343,298), and the
most finished square feet (2,275). The EDA has worked with Novak-Fleck Inc. in the past with good
results. Director Sargent and I recommend approval.
If you have any questions regarding items in the agenda packet, please call the city clerk or me
before the meeting so that staff can research any issues and be prepared to respond at the meeting.
New Hope City Council April 13, 2020
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes April 13, 2020
Regular Meeting City Hall, 7:00 p.m.
CALL TO ORDER The New Hope City Council met in regular session pursuant to due call and notice
thereof; Mayor Hemken called the meeting to order at 7:00 p.m.
Due to the COVID‐19 pandemic, some members of the Council, city staff, and
consultants participated remotely.
PLEDGE OF
ALLEGIANCE
Mayor Hemken announced that the Pledge would not be recited since the meeting
is not being held in the council chambers.
ROLL CALL Council present:
Staff present:
Kathi Hemken, Mayor
John Elder, Council Member
Cedrick Frazier, Council Member
Andy Hoffe, Council Member
Jonathan London, Council Member
Kirk McDonald, City Manager
Rich Johnson, Director of HR/Admin. Services
Valerie Leone, City Clerk
Stacy Woods, Assistant City Attorney
APPROVAL OF
MINUTES
Motion was made by Council Member Hoffe, seconded by Council Member Elder,
to approve the work session minutes of March 16, 2020. Voted in favor thereof:
Hemken, Elder, Frazier, Hoffe, London; and the following voted against the same:
None; Abstained: None; Absent: None. Motion carried.
Motion was made by Council Member Elder, seconded by Council Member Hoffe,
to approve the regular meeting minutes of March 23, 2020. Voted in favor thereof:
Hemken, Elder, Frazier, Hoffe, London; and the following voted against the same:
None; Abstained: None; Absent: None. Motion carried.
OPEN FORUM
There was no one present desirous of addressing the council.
ROTATING VOTES
Please note that votes taken on each agenda item are called by the secretary on a
rotating basis; however, the written minutes always list the mayor’s name first
followed by the council members’ in alphabetical order.
CONSENT AGENDA Mayor Hemken introduced the consent items as listed for consideration and stated
that all items will be enacted by one motion unless requested that an item be
removed for discussion. Mr. Kirk McDonald, city manager, reviewed the consent
items.
New Hope City Council April 13, 2020
Page 2
FINANCIAL CLAIMS
Item 6.2
Approval of financial claims through April 13, 2020.
RESOLUTION 2020‐43
Item 6.4
Resolution proclaiming the month of May 2020, as Arbor Month in the city of
New Hope.
RESOLUTION 2020‐44
Item 6.5
Resolution proclaiming May 17‐23, 2020, as National Public Works Week in the
city of New Hope.
RESOLUTION 2020‐45
Item 6.6
Resolution proclaiming April 19‐25, 2020 as National Crime Victims’ Rights
Week in the city of New Hope.
RESOLUTION 2020‐46
Item 6.7
Resolution approving renewing the agreement with Solution Builders to provide
information technology support services for the city effective May 1, 2020 to
April 30, 2021.
MOTION
Consent Items
Motion was made by Council Member London, seconded by Council Member
Frazier, to approve the Consent items. All present voted in favor. Motion carried.
RENEWAL OF
INSURANCE
PREMIUMS
Item 11.1
Mayor Hemken introduced for discussion Item 11.1, Motion approving renewal of
insurance premiums for general liability, property damage, employee bond and
worker’s compensation for the period April 20, 2020 through April 20, 2021
through the League of Minnesota Cities Insurance Trust (LMCIT).
Mr. Kirk McDonald, city manager, explained the city clerk coordinates renewal of
the general liability insurance and the director of human resources and
administrative services handles the workers’ compensation insurance renewal.
Mr. McDonald stated the premium for the property/liability coverage increased
from $160,114 to $189,767 or $29,653 from last year (primarily due to the new city
hall/police department).
Mr. McDonald stated the workers’ compensation premium increased from
$226,558 to $232,755 or $6,197 from last year. He stated staff is recommending the
city continue with a $5,000 deductible for workers’ compensation insurance. He
stated the payroll basis included the addition of pool operations and the cost of
living adjustments. He explained years 2016, 2017, and 2018 are used to establish
the city’s experience modification rate. He stated the rate decreased from 1.05 to
.92 for workers’ compensation insurance.
Mr. McDonald stated the total insurance expense is $422,522 which is below the
2020 budgeted amount of $449,888.
MOTION
Item 11.1
Motion was made by Council Member Elder, seconded by Council Member
Frazier, approving renewal of insurance premiums for general liability, property
damage, employee bond and worker’s compensation for the period April 20,
2020 through April 20, 2021 through the League of Minnesota Cities Insurance
Trust (LMCIT). All present voted in favor. Motion carried.
New Hope City Council April 13, 2020
Page 3
LMCIT STATUTORY
LIMITATIONS
Item 11.2
Mayor Hemken introduced for discussion Item 11.2, Motion to accept statutory
limitations of $500,000 for individual claimant recovery for insurance provided by
League of Minnesota Cities Insurance Trust (LMCIT).
Mr. Kirk McDonald, city manager, recommended the Council take action similar
to prior years to accept the statutory limitation for individual claimant recovery.
He stated that if the city waived the statutory tort limits, a single claimant could
potentially recover up to $2,000,000 per occurrence compared to $500,000.
MOTION
Item 11.2
Motion was made by Council Member London, seconded by Council Member
Elder, to accept statutory limitations of $500,000 for individual claimant recovery
for insurance provided by League of Minnesota Cities Insurance Trust (LMCIT).
All present voted in favor. Motion carried.
EXCHANGE OF
COMMUNICATION
Item 12.1
Mayor Hemken introduced for discussion Item 12.1, Exchange of communication
between members of the City Council.
Mayor Hemken reported on upcoming events.
ADJOURNMENT
Motion was made by Council Member Frazier, seconded by Council Member
Elder, to adjourn the meeting, as there was no further business to come before
the Council. All present voted in favor. Motion carried. The New Hope City
Council adjourned at 7:12 p.m.
Respectfully submitted,
Valerie Leone, City Clerk
G:\City Manager\AGENDA\6.2 R-Approval of Claims Merge Doc.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: City Manager
By: Kirk McDonald, City Manager
Agenda Title
Approval of claims through April 27, 2020
Requested Action
Claims for services and commodities purchased through this period are listed on the Check Disbursement
Report
Attachments
x Check Disbursement Report
Agenda Section
Consent
Item Number
6.2
S:\April 27, 2020 City Council Meeting\6.4 Q - Donation - Orenstein.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Motion to accept a $44.80 donation for a recreation scholarship
Requested Action
Staff requests that the City Council approve a motion to accept this generous donation of $44.80 from Melissa
and Ella Orenstein to be used for a recreation scholarship.
Policy/Past Practice
It is past practice for the City Council to formally accept donations.
Background
Ella Orenstein is a dancer in the New Hope dance program. With the cancellation of spring classes due to
COVID-19, staff was offering families a credit or refund. Instead of receiving a refund, the family has
requested the funds be used toward a recreation scholarship. They are happy that the funds can be used to
help another family.
A thank you letter will be sent.
Agenda Section
Consent
Item Number
6.4
I:\RFA\COMM DEV\2020\City Council\4-27-20 Building Safety Month\Q & R - Building Safety Month 2020.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Community Development
By: Jeff Sargent, Director
Agenda Title
Resolution proclaiming the month of May 2020 as Building Safety Month in the city of New Hope.
Requested Action
Staff recommends adoption of the resolution proclaiming the month of May 2020 as “Building Safety Month.”
Policy/Past Practice
It is a past practice for the City Council to adopt this annual resolution proclaiming the month of May as
Building Safety Month.
Background
Through continuing attention to building safety, New Hope residents can enjoy the comfort and peace of mind
that structures are safe and sound. Building safety and fire prevention officials work year round to guide the
safe construction of buildings. Building Safety Month is sponsored by the International Code Council, and this
is an excellent time to educate the public and increase awareness of the role building safety and fire prevention
officials, local and state building departments, and federal agencies play in protecting lives and property. As
New Hope residents observe Building Safety Month, everyone is encouraged to improve building safety at
home and in the community and to recognize the important role that local building safety and fire prevention
officials play in public safety.
Recommendation
Staff recommends approval of the resolution
Attachment
Resolution
Agenda Section
Consent
Item Number
6.5
City of New Hope
Resolution No. 2020-
Resolution proclaiming the month of May 2020 as
Building Safety Month in the city of New Hope
WHEREAS, our city’s continuing efforts to address critical issues of safety, energy efficiency
and resilience in the built environment that affect our citizens, both in everyday life and in times
of natural disaster, give us confidence that our structures are safe and sound; and
WHEREAS, our confidence is achieved through the devotion of vigilant guardians – building
safety and fire prevention officials, architects, engineers, builders, laborers and others in the
construction industry – who work year-round to ensure the safe construction of buildings; and
WHEREAS, these guardians, dedicated members of the International Code Council, use a
consensus process that brings together local state, and federal officials with expertise in the built
environment to create and implement the highest quality codes to protect Americans in the
buildings where we live, learn, work, worship and play; and
WHEREAS, the International Codes, the most widely adopted building safety, energy and fire
prevention codes in the nation, are used by most U.S. cities, counties and states; these modern
building codes also include safeguards to protect the public from natural disasters such as
hurricanes, snowstorms, tornadoes, wildland fires and earthquakes; and
WHEREAS, Building Safety Month is sponsored by the International Code Council, to remind
the public about the critical role of our communities’ largely unknown guardians of public
safety, our local code officials, who assure us of safe, efficient and livable buildings; and
WHEREAS, “Building Safety Month: Code Officials Keep You Safe,” the theme for Building
Safety Month 2019, encourages all Americans to raise awareness of the importance of building
safety; green and resilient building; pool, spa and hot tub safety; backyard safety; and new
technologies in the construction industry. Building Safety Month 2020 encourages appropriate
steps everyone can take to ensure that the places where we live, learn, work, worship and play
are safe and sustainable, and recognizes that countless lives have been saved due to the
implementation of safety codes by local and state agencies; and
WHEREAS, each year, in observance of Building Safety Month, Americans are asked to
consider projects to improve building safety and sustainability at home and in the community,
and to acknowledge the essential services provided to all of us by local and state building
departments and federal agencies in protecting lives and property.
NOW, THEREFORE, IT IS HEREBY PROCLAIMED, that May 2019 is Building Safety Month in
the city of New Hope. Accordingly, our citizens are encouraged to join communities across
America to participate in Building Safety Month activities.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 27th day
of April, 2020.
________________________________________
Kathi Hemken, Mayor
Attest: _____________________________________
Valerie Leone, City Clerk
I:\RFA\P&R\ARENA\2020\Skate Sharpening Machine\Q&R - Approve skate sharpening machines.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution authorizing the appropriation of funds in the amount of $7,060 for the replacement of the skate
sharpening machines at the New Hope Ice Arena
Requested Action
Staff requests that the City Council approve a resolution authorizing the purchase of skate sharpeners for use
at the New Hope Ice Arena for $7,060.
Policy/Past Practice
The city develops a ten-year capital improvement program (CIP) for capital equipment, facility
improvements, and infrastructure projects. Each year the CIP is reviewed, updated, and extended for another
ten-year period. The replacement of the skate sharpening machines is listed in the 2020 CIP budget.
Background
The two skate sharpening machines currently at the arena were purchased in 2005. These machines are
outdated and staff is having trouble getting parts to make them work properly. Training of seasonal staff has
been difficult, the “art” of skate sharpening is a difficult one to learn, especially on machines that don’t work
properly and are hard to set up.
There are new types of skate sharpeners that are almost fully automatic. Once they are set up, skates are
clamped in and a button is pushed, resulting in a good sharpening with little training of staff. Not only are
these machines easy to use, but they are less expensive and require a smaller amount of space. Because of
this, staff is recommending the replacement of the current skate sharpening machines with the newer,
automatic style of sharpeners. Staff received a quote for a traditional style of skate sharpening machine as
well as a quote for the automatic skate sharpening machines.
Staff received quotes from two companies.
Company Final
Quote
Sparx $4,579 (2) PS100 $7,060.00
$2,481 (2) ES100
Becker Arena Products $17,011.25
Staff recommends approval of the quote from Sparx. The quote includes four machines, grinding rings and
necessary accessories. The (2) PS100 Sharpeners would be located off of the office area and be used by staff to
sharpen customer skates. One machine would be set up to sharpen hockey skates and the other set up to
sharpen figure skates. The (2) ES100 Sharpeners would be located in the skate rental area, and be set up for
both kinds of skates. Staff has had a demonstration of the sharpeners and are convinced that the new
Agenda Section
Consent
Item Number
6.6
Request for Action, Page 2
machines will work well for the needs at the arena. The estimated life expectancy is approximately 10 years.
This purchase would be made in May.
Currently, only fulltime staff are sharpening skates. With the new sharpeners being easier to use, staff expects
skate sharpening revenue to increase since seasonal staff will also be able to run the machines. Staff would
plan to increase the skate sharpening charge from $3 to $6.
Funding
The cost to purchase four new automatic skate sharpening machines is $7,060. This purchase is included in
the 2020 CIP and the 2020 Ice Arena Operating budget as shared with the Council during 2019 CIP planning
and 2020 budget meetings. The amount budgeted for this purchase was $20,000.
Attachments
Resolution
Recreation Facilities Manager’s memo
Quotes
Copy of 2020 CIP listing
I:\RFA\P&R\ARENA\2020\Skate Sharpening Machine\Q&R - Approve skate sharpening machines.docx
City of New Hope
Resolution No. 2020 -
Resolution authorizing the appropriation of funds in the amount of $7,060
for the replacement of the skate sharpening machines at the New Hope Ice Arena
WHEREAS, the city of New Hope operates the Ice Arena as a business; and,
WHEREAS, having services available for customers is important; and,
WHEREAS, the city of New Hope prepares a ten-year capital improvement program (CIP) as a guiding
document for equipment acquisition and improvement projects to assist with preparation of each
annual operating budget; and,
WHEREAS, staff recommends the purchase of four skate sharpening machines by Sparx for $7,060; and,
WHEREAS, funds are available for this purchase within the Ice Arena Operating Fund.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the city of New Hope, Minnesota, that the
appropriation of $7,060 from the Ice Arena Operating Budget for payment to Sparx is hereby
authorized.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 27th day of April,
2020.
______________________________
Mayor
Attest: ________________________
City Clerk
Memorandum
To: Susan Rader-Director of Parks and Recreation
From: Mark Severson-Recreation Facilities Manager
Date: April 13, 2020
Subject: Replacement of skate sharpeners
Staff is recommending the replacement of the current skate sharpeners at the ice arena as part of the 2020 Capital
Improvement Program (CIP).
The city develops a ten-year capital improvement program (CIP) for capital equipment, facility improvements,
and infrastructure projects. Every year the CIP is reviewed, updated, and extended another year for another ten-
year period.
The two skate sharpeners currently at the ice arena were purchased in 2005. These sharpeners have been
outdated for a number of years and getting parts for them has been difficult, at times, taking months to get the
proper parts. These sharpeners are also difficult to use as it takes a lot of training of seasonal staff to properly
set up and use. Without properly working skate sharpeners, staff has had to turn away customers that are
looking to get their skates sharpened, resulting in a steady drop of skate sharpening revenue. In 2015, with the
help of a Hennepin County Sports Equipment Grant, the arena purchased over $11,500 worth of rental skates
to have the ability to offer skate rentals for open skating, skate lessons, and local schools looking to offer skating
for their students. As part of the maintenance of this investment, these skates should be sharpened after every
3 to 5 uses. With the current sharpeners not properly working, this has been hard to keep up with. The business
of skate sharpening has been changing over the last few years. The “art” of skate sharpening is getting lost as it
is getting harder to find and train people that are willing to learn this skill. As a result, there are sharpeners now
that have become available that are almost fully automatic. Once set and programmed, these machines will
automatically sharpen skates by just clamping the skate into the machine and pushing a button. After a
demonstration of the sharpener, staff is convinced that all staff will be able to be train on how to use, thus
capturing revenue that has been lost in the past few years. This will also give us the ability to better maintain
our investment of the rental skates. We currently charge $3 to sharpen skates, with these sharpeners, we will be
able to charge $6, which is the rate charged by most of the sports stores nearby that offer skate sharpening, some
of whom are using these new sharpeners.
Staff received two quotes, one is for a traditional skate sharpening machine, the other quote includes four of the
new automatic machines, two that will be used for the skate rentals and two that will be used for customer
sharpening. Staff recommends bid from Sparkx of $7060.00. The sharpeners will be ordered in May.
This has been budgeted for in the 2020 ice arena CIP. The amount budgeted is $20,000.
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I:\RFA\P&R\Golf Course\2020\Concession Ventilation\Q&R - Golf Concession Ventilation.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution authorizing the appropriation of funds in the amount of $2,225 for the addition of ventilation to
the concession equipment room at the New Hope Village Golf Course
Requested Action
Staff requests that the City Council approve a resolution authorizing the addition of ventilation to the
concession equipment room at the New Hope Village Golf Course for $2,225.
Policy/Past Practice
The city develops a ten-year capital improvement program (CIP) for capital equipment, facility
improvements, and infrastructure projects. Each year the CIP is reviewed, updated, and extended for another
ten-year period. The addition of ventilation to the concession equipment room was originally included in the
2019 CIP budget and carried over to the 2020 CIP budget.
Background
The concession equipment room is a small room that contains a two door commercial refrigerator, a two door
commercial freezer, and an ice maker. The room is also used for the storage of non-perishable foods, beverages,
paper products, and other concession supplies.
With the equipment running, the room gets very warm, even with the doors propped open. The heat puts more
stress on the concession equipment and it also causes some premature deterioration of the non-perishable foods
and beverages stored in the room, even with the door propped open. Because the door needs to be constantly
propped open, the noise from the machines running is very disruptive to people renting the clubhouse during the
winter, and makes it difficult for the cashiers to communicate with customers at the front counter.
To help cool the room, there will be two fans installed. One fan will remove the warm air to the outside of the
building during the summer and a second fan that will remove the warm air and recirculate it inside the building
during the winter.
Staff received two quotes for the installation of the fans, ductwork and controls for the fans.
Company Quote
Kidd Plumbing, Inc $2,225
Becker Arena Products $2,680
Staff recommends approval of the quote from Kidd Plumbing, Inc. for $2,225. The estimated life expectancy
of the fans is approximately 15 years.
There is additional electrical and structural work that will need to be done by others at an estimated cost of $1,000
which will include the wall/roof penetrations. This work would be made in May.
Agenda Section
Consent
Item Number
6.7
Request for Action, Page 2
Funding
The cost to add the ventilation to the clubhouse concession storage room is $2,225, plus an estimated $1,000
for electrical and structural work. This purchase is included in the 2020 CIP and the 2020 Golf Course
Operating budget as shared with the Council during 2019 CIP planning and 2020 budget meetings. The
amount budgeted for this work was $10,000.
Attachments
Resolution
Recreation Facilities Manager’s memo
Quotes
Copy of 2020 CIP listing
I:\RFA\P&R\Golf Course\2020\Concession Ventilation\Q&R - Golf Concession Ventilation.docx
City of New Hope
Resolution No. 2020 -
Resolution authorizing the appropriation of funds in the amount of $2,225
for the addition of ventilation to the concession equipment room at the New Hope Village Golf Course
WHEREAS, the city of New Hope operates the New Hope Village Golf Course as a business; and,
WHEREAS, having well function building systems are important; and,
WHEREAS, the city of New Hope prepares a ten-year capital improvement program (CIP) as a guiding
document for equipment acquisition and improvement projects to assist with preparation of each
annual operating budget; and,
WHEREAS, staff recommends the addition of the ventilation to the concession equipment room by Kidd
Plumbing, Inc. for $2,225; and,
WHEREAS, funds are available for this purchase within the Golf Course Operating Fund.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the city of New Hope, Minnesota, that the
appropriation of $2,225 from the Ice Arena Operating Budget for payment to Kidd Plumbing, Inc.
is hereby authorized.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 27th day of April,
2020.
______________________________
Mayor
Attest: ________________________
City Clerk
Memorandum
To: Susan Rader-Director of Parks and Recreation
From: Mark Severson-Recreation Facilities Manager
Date: April 13, 2020
Subject: Concession area ventilation
Staff is recommending to add ventilation to the concession equipment room as part of the 2020 Capital
Improvement Program (CIP).
The city develops a ten-year capital improvement program (CIP) for capital equipment, facility improvements,
and infrastructure projects. Every year the CIP is reviewed, updated, and extended another year for another ten-
year period.
The concession equipment room is a small room that contains a two door commercial refrigerator, a two door
commercial freezer, and an ice maker. The room is also used for the storage of non-perishable foods, beverages,
paper products, and other concession supplies. With all the equipment running, the room is gets very warm,
even with the doors propped open. The heat is not only bad for the concession equipment, it also causes some
premature deterioration of the non-perishable foods and beverages stored in the room, even with the door
propped open. Because the door needs to be constantly propped open, the noise of the machines running is
very disruptive to people renting the clubhouse during the winter, and makes it difficult for the cashiers to
communicate with customers at the front counter. To help cool the room, there will be two fans installed. One
fan will remove the warm air to the outside of the building during the summer and a second fan that will remove
the warm air and recirculate it inside the building during the winter.
Staff received two quotes for the installation of the fans, ductwork and controls for the fans. Staff recommends
the bid from Kidd Plumbing, Inc. of $2,225, plus tax. There is additional electrical and structural work that will
need to be done by others at an estimated cost of $1,000.
This has been budgeted for in the 2020 golf course CIP. The amount budgeted is $10,000.
Year 2019
Total Cost
Funding Source
Project / Purchase
Gen Gov't
Golf Course
Ice Arena
Park Infra
Bonds or IFL
Grand Total
Parks & Recreation
GC addition of bocce ball courts 25,000 25,000
GC clubhouse tables 5,000 5,000
GC concession area ventilation (back room) 10,000 10,000
GC deck 20,000 20,000
GC door security 15,000 15,000
GC golf carts (1 of 5) 8,000 8,000
GC misc equipment 5,000 5,000
IA dehumidification system 200,000 200,000
IA door security 20,000 20,000
IA front door 40,000 40,000
IA Levy 300,000 300,000
IA skate tile replacement 15,000 15,000
IA water heater 30,000 30,000
IA weight room upgrades 20,000 20,000
Parks Civic Center Park improvements 3,600,000 3,600,000
Parks concrete, trail work 80,000 80,000
Parks Jaycee Park play equipment project 180,000 180,000
Parks lighting improvements 150,000 150,000
Parks maintenance 95,000 95,000
Pool improvement project 12,740,000 12,740,000
I:\RFA\PUBWORKS\2020\Council\1048 2020-2021 Sewer Lining\Award Contract\1048 RFA -Resolution Award 2020-2021 Sanitary Sewer lining project.docx\1048 Award
2020-2021 Sanitary Sewer lining project
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution awarding a contract to Visu-Sewer in the amount of $321,115.10 for lining sanitary sewer pipe in
both 2020 and 2021 (Improvement project no. 1048)
Requested Action
Staff is recommending that Council authorize city staff to continue with the city’s I/I reduction program and
pass a resolution awarding a contract for a 2020/2021 sanitary sewer pipe lining project to the low and
responsible bidder, Visu-Sewer, in the amount of $321,115.10. Over the years, Visu-Sewer has completed
several projects for the city.
Policy/Past Practice
The city has a long history of completing initiatives to reduce inflow and infiltration in our sanitary sewer
system. Some of these efforts include replacement of older, center hole sanitary sewer manhole covers with
solid covers in low areas of the city prone to street flooding; roof vent and foundation drain inspection of
apartments and commercial buildings; and the yearly lining and televising of the sewer system.
Background
The city’s 2020 and 2021 capital improvement programs includes $700,000 for installation of linings of the
city’s sanitary sewer collection system, $350,000 each year. Staff is recommending that the city initiate the
lining of sections of sewer pipe in areas that have been identified with infiltration issues.
In the past, the city has bid out sewer lining work every year. In order to reduce engineering and
administration costs and to encourage lower bids both the 2020 and 2021 sewer lining contracts will be
awarded in the same year to the same contractor. This has been done successfully in the past when the 2016
and 2017 projects were bid together.
The 2020 project includes approximately 5,890 feet of sanitary mains in the Liberty Park neighborhood. The
2021 project includes approximately 7,156 feet of sanitary mains on the same neighborhood. The project area
can be seen on the attached Location Map.
There were a total of 4 bids and the low bidder on the project was Visu-Sewer with a total base bid amount of
$321,115.10. This compares to the Engineer’s Opinion of probable costs of $590,000. The bid tabs have been
reviewed and found to be in order.
Funding
The sanitary sewer lining project is listed in the 2020 CIP at $350,000 and the 2021 CIP at $350,000. The
engineer’s cost estimate for the project was $590,000 for construction with $110,000 of indirect costs, but the
bids came in significantly below this projected cost. Due to the favorable bids, a change order may be
Agenda Section
Development &
Planning
Item Number
8.1
Request for Action, Page 2
requested for additional sewer lining. The Engineer had taken into consideration the potential for high bids
due to CoVid-19. Funding for the project would be from the sanitary sewer fund.
Attachments
Resolution
Engineer’s Memo
Bid Tab
Location Plan
I:\RFA\PUBWORKS\2020\Council\1048 2020-2021 Sewer Lining\Award Contract\1048 RFA -Resolution Award 2020-2021 Sanitary Sewer lining project.docx\1048 Award
2020-2021 Sanitary Sewer lining project
City of New Hope
Resolution No. 20-
Resolution awarding a contract to Visu-Sewer
in the amount of $321,115.10 for lining sanitary sewer pipe in both 2020 and 2021
(Improvement project no. 1048)
WHEREAS, the capital improvement program identifies programs to reduce the inflow and infiltration
entering the sanitary sewer system; and,
WHEREAS, Metropolitan Council Environmental Services (MCES) has determined that lining sanitary
sewer pipe reduces the impact of excessive inflow and infiltration (I/I) and extends the life of
the sanitary sewer infrastructure; and,
WHEREAS, the 2020 and 2021 I/I abatement program activities are included in the 2020 and 2021 sanitary
sewer operating budget and capital improvement program.
WHEREAS, the city has accepted quotes for the improvement described and has identified the lowest
responsible and responsive bidder; and,
WHEREAS, the city engineer, Stantec and staff are recommending that Council award the contract to Visu-
Sewer; and
NOW, THEREFORE, BE IT RESOLVED:
1. That the contract between the city of New Hope and Visu-Sewer in the amount of
$321,115.10 is approved.
2. That the mayor and city manager are authorized to sign the contract documents.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 27th day of April,
2020.
Mayor
Attest:
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
Tel: (612) 712-2000
April 17, 2020
Attention: Bernie Weber
Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: 2020 & 2021 Sanitary Lining – Recommend Award of Project
City Project No.: 1048. Stantec File No. 193804991
Dear Bernie,
In New Hope’s continued effort to reduce service costs, an annual pipe lining project has been
implemented to help address inflow and infiltration into the city’s sanitary sewer system. The
2020/2021 project includes lining sanitary mains over a two-year period. The Capital Improvement
Plan has identified $350,000 in 2020 and $350,000 in 2021 for sanitary sewer lining.
The improvements will occur within the streets and area evaluated as part of the 2019 flow
monitoring program as well as one 2019 repair segment located on Utah Avenue North.
This work has combined two years of Capital Improvement funds, including indirect costs, of
$700,000. The Bid Opening was held on April 16, 2020, and four contractors submitted bids.
The Low Bid is from Visu-Sewer, Inc. with a Total Base Bid of $321,115.10. Visu-Sewer has worked on
several past projects in New Hope. Staff recommends award of the project to them.
If Council chooses to award the project, this can be done at the April 27th, 2020 Council Meeting.
The work would be completed in November 2021.
If you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
STANTEC
Dan D. Boyum, P.E.
Attachments: Bid Results and Letter, 2020 & 2021 Sanitary Sewer Lining - Location Plans
Cc: Kirk McDonald, Valerie Leone, Megan Hedstrom, Shawn Markham, Dave Lemke, Matt
Rowedder, Andrew Kramer – New Hope; Lucas Miller, Ann Dienhart - Stantec
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000 Minneapolis MN 55402
April 17, 2020
Honorable Mayor and City Council
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Re:2020 & 2021 Sanitary Sewer Lining
City Project No. 1048
Stantec Project No. 193804991
Bid Results
Dear Honorable Mayor and City Council:
Bids were opened for the 2020 & 2021 Sanitary Sewer Lining Project on April 16, 2020. Transmitted
herewith is a copy of the Bid Tabulation for your information and file. Copies will also be distributed
to each Bidder once the Project has been awarded.
There was a total of 4 Bids. The following summarizes the results of the Bids received:
Contractor Part 1-2020
Lining Area
Part 2 -2021
Lining Area
Total
Base Bid
Low Visu-Sewer, Inc.$151,784.50 $169,330.60 $321,115.10
#2 Hydro-Klean, LLC $170,813.20 $178,216.60 $349,029.80
#3 Insituform Technologies
USA, LLC
$171,959.90 $199,335.20 $371,295.10
#4 Granite Inliner, LLC $238,432.00 $264,898.00 $503,330.00
The low Bidder on the Project was Visu-Sewer, Inc. with a Total Base Bid Amount of $321,115.10.
This compares to the Engineer’s Opinion of Probable Costs of $590,000.00.
If the City Council wishes to award the Project to the low Bidder, then Visu-Sewer, Inc should be
awarded the Project based on the Total Base Bid Amount of $321,115.10.
Should you have any questions, please feel free to contact me.
Sincerely,
STANTEC CONSULTING SERVICES INC.
Dan Boyum, P.E.
Enclosure
Project Name:
City Project No.:Stantec Project No.:
Bid Opening:Owner:
Dan D. Boyum, PE
License No. 23451
BID TABULATION
Item
Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total
BASE BID
PART 1: 2020 LINING AREA
1 MOBILIZATION LS 1 $2,500.00 $2,500.00 $6,225.00 $6,225.00 $1,396.60 $1,396.60 $5,000.00 $5,000.00
2 TRAFFIC CONTROL LS 1 $300.00 $300.00 $500.00 $500.00 $1,539.35 $1,539.35 $500.00 $500.00
3 BYPASS PUMPING LS 1 $500.00 $500.00 $1,500.00 $1,500.00 $1,761.05 $1,761.05 $500.00 $500.00
4 HYDROPHILIC END SEAL EA 38 $10.00 $380.00 $175.00 $6,650.00 $5.20 $197.60 $5.00 $190.00
5 SEWER REHABILITATION WITH CIPP, 9"LF 5890 $21.75 $128,107.50 $21.10 $124,279.00 $24.80 $146,072.00 $33.00 $194,370.00
6 SEWER PIPE JOINT GROUTING GAL 25 $10.00 $250.00 $150.00 $3,750.00 $60.90 $1,522.50 $500.00 $12,500.00
7 MH REHAB JOINT GROUTING GAL 40 $26.25 $1,050.00 $31.90 $1,276.00 $25.90 $1,036.00 $29.00 $1,160.00
8 REHAB SANITARY SEWER MH LF 40 $451.50 $18,060.00 $635.80 $25,432.00 $445.40 $17,816.00 $578.00 $23,120.00
9 BENCH AND INVERT REPAIR SF 26 $24.50 $637.00 $46.20 $1,201.20 $23.80 $618.80 $42.00 $1,092.00
TOTAL PART 1 $151,784.50 $170,813.20 $171,959.90 $238,432.00
PART 2: 2021 LINING AREA
10 MOBILIZATION LS 1 $2,500.00 $2,500.00 $6,225.00 $6,225.00 $1,396.60 $1,396.60 $5,000.00 $5,000.00
11 TRAFFIC CONTROL LS 1 $300.00 $300.00 $500.00 $500.00 $1,539.35 $1,539.35 $500.00 $500.00
12 BYPASS PUMPING LS 1 $500.00 $500.00 $500.00 $500.00 $1,761.05 $1,761.05 $500.00 $500.00
13 HYDROPHILIC END SEAL EA 50 $10.00 $500.00 $175.00 $8,750.00 $5.20 $260.00 $5.00 $250.00
14 SEWER REHABILITATION WITH CIPP, 9"LF 7156 $21.35 $152,780.60 $21.10 $150,991.60 $25.20 $180,331.20 $33.00 $236,148.00
15 SEWER REHABILITATION WITH CIPP, 6"LF 50 $249.00 $12,450.00 $135.00 $6,750.00 $225.80 $11,290.00 $150.00 $7,500.00
16 SEWER PIPE JOINT GROUTING GAL 30 $10.00 $300.00 $150.00 $4,500.00 $91.90 $2,757.00 $500.00 $15,000.00
TOTAL PART 2 $169,330.60 $178,216.60 $199,335.20 $264,898.00
BID SUMMARY
TOTAL PART 1: 2020 LINING AREA
TOTAL PART 2: 2021 LINING AREA $151,784.50 $170,813.20 $171,959.90 $238,432.00
TOTAL BASE BID $169,330.60 $178,216.60 $199,335.20 $264,898.00
$321,115.10 $349,029.80 $371,295.10 $503,330.00
Phone:
Email:visu-info@visu-sewer.com jlomp@hydro-klean.com jlause@aegion.com daniel.banken@gcinc.com
Signed By:Keith M. Alexander Jill Lomp Jana Lause Daniel J. Banken
Title:President Contracts Coordinator Contracting & Attesting Officer Area Manager
Signed Responsible Contractor Certificate:Yes Yes Yes Yes
Bid Bond Bid Bond Bid Bond Bid Bond
1 1 1 1
651-347-4850
Bidder No. 2
Hydro-Klean, LLC
Hydro-Klean, LLC
333 NW 49th Place
Des Moines, IA 50313
Bidder No. 4
Granite Inliner, LLC
Granite Inliner, LLC
16028 Forest Blvd. N.
Hugo, MN 55038
W230 N4855 Betker Drive
Pewaukee, WI 53072
Insituform Technologies USA, LLC
Addenda Acknowledged:
Bid Security:
Contractor Name and Address:
17988 Edison Avenue
Chesterfield, MO 63005
262-695-2340 636-530-8000515-283-0500
Visu-Sewer, Inc.Insituform Technologies USA, LLC
Bidder No. 1 Bidder No. 3
Visu-Sewer, Inc.
I hereby certify that this is an exact reproduction of bids
received.
City of New Hope, Minnesota
2020 & 2021 Sanitary Sewer Lining
1048
Thursday, April 16, 2020 at 10 A.M., CDT
193804991
193804991_Bid Tab BT-1
LAKE
N OR TH WO OD
62ND AVENUE NORTH
49TH AVENUE NORTH
36TH AVENUE NORTH
32ND AVENUE NORTH
MEDICINE LAKE ROAD (CO RD 70)
42ND AVENUE (CO RD 9)
(CORD10)
NORTH
CP RAIL
CPRAIL
T R U N K
H I G H W A Y
1 6 9
T R U N K
H I G
H W A Y
1 6 9
B O O N E
A V E N U E
N O R T H
B O O N E
W I N N E T K A
A V E N U E
N O R T H
(C O
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N O R T H
L O U I S I A N A
A V E N U E
N O R T H
X Y L O N
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A VE N
32ND
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A VE N
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R H O D E
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A V E N
A V E
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AVE N
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AVE N
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N E V A D A A V E N
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V I R G I N I A
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Y U K O N
Z E A L A N D
27TH PL N
S T A T E
H I G H W A Y 1 6 9
32ND AVE N
B O O N E A V E N
ENSIGN
3 2 N D
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AVENE NS IGN
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A V E N
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34TH
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A V E N
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H I L L S B O R O
34TH
G E T T Y S B U R G A V E N
341/2 AVEN
F L A G
A V E .
N
E N S I G N A V E N
X Y L O N
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W I N N E T K A A V E N
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N .
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N
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AVE
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A V E N
I N D
G E T T Y S B U R G
A V E N U E
N
I N D E P E N D E N CE
44TH
45TH AVEN
X Y L O N
A V E N
42NDAVEN
AVEQUEBEC
L O U I S I A N A A V E N
M A R Y L A N D
A V E N
38THAVEN
3 9TH AVE N
40TH AVE N
M A R Y L A N D
4 3RD AV E N
43RDAVEN
M A R Y L A N D
A V E N
A
V
E
N
44TH
43RDAVEN
AVE N
Q U E B E C
A V E N
N E V A
D A
A V E
N
L O U I S I A N A
A V E
N
O R E G O N A V E N
41ST AVE.N.
49TH AVEN
A V E N
A V E N
4 7 1 /2 C I R
4 7 1 /2 P L
AVEN
48THAVEN
47THAVEN
451/2 AVEN
S U M T E R
46THAVEN
R H O D E
I S L A N D
47THAVEN
47 1/2 AVE N
48TH
48THAVEN
A V E N
Q U E B E C
AVEN46TH
O R E G O N
A V E N
N E V A D A
M A R Y L A N D
A V E N
C .P .
R A I L S Y S T E M
L O U I S I A N A
A V E N
5 2ND AV E N
53RD AVEN
M A R Y L A N D
A
V E
N
53RDAVEN
Q U E B E C
A V E N
ANGELINEDR
A Q U I L A
A V E N
V I R .A V E N
X Y L O NAQUILA
A V E N
48THAVEN
Z E A L A N D A V E N
47TH AVEN
49THAVEN
DEL DR
461/2 AVEN
D R I V E
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PL
BOONE
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V
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T
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48THAVE
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AVE
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471/2 AVEN
47THAVEN
B O O N E
A V E N U E N
A V E N
46TH
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51ST AVEN
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51ST
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W I N N E T K A
A V E N
VIR
V I R G I N I A
A V E N
W I S C O N S I N
X Y L O N A V E N
50THAVEN
51ST AVEN
A V E
Y U K O N
Z E A L A N D
A V E N
FAIRVIEW
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(C o .
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5 6 )
54TH AVE N
W I S C O N S I N
BOONE
56THAVEN
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Y U K O N A
V E
N
X Y L O N
A V E N
55THAVEN
U T A H A V E N
W I S
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X Y L O N A V E
N
Z E A L A N D
A V E
N
PKWY
I N T E R N A
T I O N A L
CENTER
P
K
W
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INTERNATIONAL
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S T A T E
H I G H W A Y 1 6 9
H A R L A N D R
B U R G
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60THAVEN
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61ST AVEN
611/2
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A
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V I R G I N I A
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LAKE
RDN
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A V E N
611/2 AVEN
6 2ND AV E N
Z E A L A N D
A V E
N
601/2 AVE N
M E A DO W
MEADOW
R
D
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A Q U I L A
A V E N
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58THAVEN
56THAVEN
54THAVEN
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A VE N58TH
M A R Y L A N D A V E N
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A
A V E N
R H O D E
I S L A N D
S U M T E R A V E N
55TH AVE N
RAPHAELST
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S U M T E R
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6 0T H AV E N
M A R Y L A N D A V E N
L O U I S I A N A
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P E N N S Y L V A N I A A V E N
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R H O D E
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5 9TH AV E N
DUDLEY AVEN
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3 2 N D
A V E N U E
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MEDICINE LAKE ROAD COUNTY ROAD70
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BASS LAKE ROAD
I N D E P E N D E N C E
A V E N
A LLAN CIR
CIR.N61ST
U T A H A V E N
VICINITY MAP
CITY OF NEW HOPE
2020 & 2021 SANITARY SEWER
LINING
SHEET INDEX
G0.01 TITLE SHEET
C0.01 PART 1 - 2020 LINING LOCATION PLAN
C0.02 PART 2 - 2021 LINING LOCATION PLAN
3 - SHEETS TOTAL
0
Scale in feet
1200 2400
CITY HALL
BID SITE
PUBLIC WORKS
N
G0.01
T I T
L E
S H E E T
PROJECT LOCATION - PART 2
2021 LINING AREA
*THESE PLANS SHOULD BE PRINTED IN COLOR
2020
STANTEC PROJECT NO. 193804991
CITY PROJECT NO. 1048
KATHI HEMKEN
BERNIE WEBER DIRECTOR OF PUBLIC WORKS
ANDY HOFFE
KIRK McDONALD
JOHN ELDER
CITY MANAGER
COUNCILMEMBER
MAYOR
CEDRICK FRAZIER COUNCILMEMBER
COUNCILMEMBER
COUNCILMEMBER
STEVE SONDRALL CITY ATTORNEY
JONATHAN LONDON
PROJECT LOCATION - PART 1
2020 LINING AREA
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
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SS
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69
RIM: 897.09
INV: 888.00
4 1 5 '
-
9 "
V C P
(6 1 )
4 3 1 '
-
9 "
V C P
(6 0 )
82
RIM: 904.77
INV: 893.60
83
RIM: 906.92
INV: 894.80
4 2 6 '
-
9 "
V C P
(5 9 )
84
RIM: 905.39
INV: 896.00
3 2 4 '
-
9 "
V C P
(5 8 )
5 0 6 '
-
9 "
V C P
(5 7 )
2 5 0 '
-
9 "
V C P
(5 6 )
70
RIM: 901.15
INV: 890.50
81
RIM: 915.64
INV: 900.00
SS
2 4 2 '
-
9 "
V C P
(5 5 )
80
RIM: 915.37
INV: 901.75
79
RIM: 912.88
INV: 903.48
79
RIM: 914.07
INV: 902.64
3 3 8 '
-
9 "
V C P
(4 7 )
71
RIM: 907.12
INV: 897.87
73
RIM: 913.01
INV: 903.58
3 3 9 '
-
9 "
V C P
(4 6 )
3 5 7 '
-
9 "
V C P
(4 5 )
74
RIM: 918.61
INV: 909.29
96
RIM: 924.67
INV: 915.00
75
RIM: 924.86
INV: 916.00
76
RIM: 919.14
INV: 908.11
3 4 4 '
-
9 "
V C P
(4 4 )
E N S I G N
A V E
N
D E C A T U R
A V E
N
C A V E L L
A V E
N
SS SS
SS
SS
SS
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A V E
N
G E T T Y S B U R G
G E T T Y S B U R G
C I R
N
A
V
E
N
60TH AVE N
6 0 T H A V E N
59THAVEN
BASS LAKE RD
I
N
T
E
R
N
A
T
I
O
N
A
L
P
K
W
Y
1022
RIM: 889.2
INV: 878.47
305' - 9" VCP
(54)
301' - 9" VCP
(53)
265' - 9" VCP
(52)
267' - 9" VCP
(51)
1 9 9 '-9 "V C P
(5 0 )
44
RIM: 895.30
INV: 880.18
45
RIM: 892.00
INV: 879.3046
RIM: 888.06
INV: 875.20
3 3 1 '
-
9 "
(3 0 )
3
0
0
'
-
9
"
V
C
P
(
1
3
)
2
2
5
'
-
9
"
V
C
P
(
7
2
)
116' - 6" CIP
(71)
47
RIM: 901.10
INV: 891.00
48
RIM: 908.00
INV: 898.00
B O O N E
A V E
N
C S A H 1 0 CSAH10
GETTYSBURG
AVE
N
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>
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SS
SS
79
RIM: 912.88
INV: 903.48
76
RIM: 919.14
INV: 908.11
3 4 4 '
(
BASS LAKERD
B O O N E
A V E
N
I
N
T
E
R
N
A
T
I
O
N
A
L
P
K
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Y
SS
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1023
RIM: 890.0
INV: 878.63
1022
RIM: 889.2
INV: 878.47
1024
RIM: 895.5
INV: 879.52
CSAH10
>
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-
9 "
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(3 4 9 )
459
RIM: 917.26
INV: 906.08
460
RIM: 916.66
INV: 906.79
W I N N E T K A
A V E
V I R G I N I A
A V E
N
U T A H
A V E
N
48TH AVE N
>
SS
SANITARY LINING LEGEND
EXISTING SANITARY SEWER PIPE
EXISTING SANITARY SEWER PIPE -
TO BE LINED IN 2020
EXISTING SANITARY SEWER PIPE -
TO BE LINED IN 2021
EXISTING TRUNK SANITARY SEWER PIPE
EXISTING SANITARY SEWER MANHOLE
MANHOLE PROTECTIVE LINER - EX.
MANHOLE
PROPOSED SANITARY SEWER PIPE WITH
(PIPE ID) - TO BE LINED
415 - 9" VCP
(61)
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C0.01
0 100 200
PART 1 - 2020 AREA LOCATION PLAN
N
NOTES:
1) MANHOLE ELEVATIONS AND PIPE LENGTHS ARE
APPROXIMATE.
ACTUAL ELEVATIONS AND LENGTHS MAY VARY.
2) START CONSTRUCTION: JULY 13, 2020
- NO WORK CAN BEGIN UNTIL AFTER THE ABOVE DATE IN
ORDER TO AVOID CONFLICTS WITH CURRENT CITY
INFRASTRUCTURE PROJECTS WITHIN PROJECT AREAS.
3) SUBSTANTIAL COMPLETION FOR PART 1 LINING AREA:
NOVEMBER 20, 2020.
>
>
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R
E P A R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H
E R E B Y
C E R
T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S
T A T E
O F
P R
I N T
N A M E :
S I G N A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 6 /2 0 2 0
-
3 :5 3 p m
D r a w i n g
n a m e :
V :\1 9 3 8 \a c t i v e \1 9 3 8 0 4 9 9 1 \C A D \D w g \1 9 3 8 0 4 9 9 1 _C 0 0 1 .d w g
X r e f s :,
1 9 3 8 0 4 9 9 1 _X S S S ,
1 9 3 8 0 4 9 9 1 _B O R D E R ,
1 9 3 8 0 4 9 9 1 _X S P L
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
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R E S P O N S I B L E
F O R
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D I M E N S I O N S .
D O
N O T
S C A L E
T H E
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-
A N Y
E R R O R S
O R
O M I S S I O N S
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B E
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T O
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T H E
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O F
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R E P R O D U C T I O N
O R
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F O R
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O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
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I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
&
2 0 2 1
S A N I T A R Y
S E W E R
L I N I N G
193804991
C I T Y
P R O J E C T
N O .
1 0 4 8
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
4 -2 0 -2 0 2 0
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7 3 3
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1 0 0 0
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C 0 .0 2
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S H E E T
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SEE RIGHT
SEE LEFT
C0.02SEE SHEET C0.02SEE SHEET
0 150 300
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*THESE PLANS SHOULD BE PRINTED IN COLOR
0 100 200
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SS SS SS
SS
SS
SS
SSSS
SS SS SS SS SS
SS SS SS
SS
SS SS SS
SS
SS SSSS
E N S I G N
A V E
N
B O O N E
A V E
N
61 12 AVE N
62ND AVE N
61ST AVE N
60 1/2 AVE N
61ST CIR N
G E T T Y S B U R G
A V E
N
60TH AVE N
6 0 T H A V E N
SS
SS
SS
SS
2 2 0 '-9 "V C P
(2 5 )
2 2 0 '-9 "V C P
(2 6 )311' - 9" VCP
(28)
313' - 9" VCP
(27)38
RIM: 905.38
INV: 895.00
37
RIM: 900.12
INV: 891.0036
RIM: 899.02
INV: 889.96
35
RIM: 897.46
INV: 888.48
34
RIM: 895.90
INV: 887.00
366' - 9" VCP
(20)
364' - 9" VCP
(21)
3 2 8 '-9 "V C P
(2 9 )
373' - 9" VCP
(22)
246' - 9" VCP
(23)
12
RIM: 907.78
INV: 898.00
13
RIM: 903.58
INV: 894.00
14
RIM: 898.58
INV: 889.00
15
RIM: 890.78
INV: 881.00
16
RIM: 887.04
INV: 879.40
17
RIM: 884.38
INV: 877.73
394' - 9" VCP
(10)
419' - 9" VCP
(9)
416'-9"VCP
(8)
399'-9"VCP
(7)
11
RIM: 917.03
INV: 907.00
10
RIM: 907.12
INV: 895.50
9
RIM: 896.32
INV: 887.00
8
RIM: 892.13
INV: 880.60
7
RIM: 889.58
INV: 879.40
305' - 9" VCP
(54)
301' - 9" VCP
(53)
265' - 9" VCP
(52)
267' - 9" VCP
(51)
1 9 9 '-9 "V C P
(5 0 )
46
RIM: 888.06
INV: 875.20
43
RIM: 894.82
INV: 881.18
3 3 1 '
-
9 "
V C P
(3 0 )
3 3 3 '
-
9 "
V C P
(2 9 )
2 5 9 '
-
9 "
V C P
(2 4 )
33
RIM: 895.7
INV: 885.00
1 5 9 '
-
9 "
V C P
(1 5 )
3 2 8 '
-
9 "
V C P
(
1 6 )
3 1 8 '
-9 "V C P
(1 8 )
18
RIM: 884.38
INV: 877.69
19
RIM: 886.18
INV: 876.98
21
RIM: 885.38
INV: 876.64
20
RIM: 887.70
INV: 878.00
17' - 6" CIP (2)
2 PIPES RUNNING
PARALLEL
(17E & 17W)
289' - 9" VCP
(74)
3
0
0
'
-
9
"
V
C
P
(
1
3
)
2
3
1
'
-
9
"
V
C
P
(
1
4
)
2 3 5 '-9 "V C P
(7 3 )
SS
SS
32
RIM: 889.90
INV: 879.00
31
RIM: 886.58
INV: 876.12
A L L E N C I R
2
2
5
'
-
9
"
V
C
P
(
7
2
)
>
SS
SANITARY LINING LEGEND
EXISTING SANITARY SEWER PIPE
EXISTING SANITARY SEWER PIPE -
TO BE LINED IN 2020
EXISTING SANITARY SEWER PIPE -
TO BE LINED IN 2021
EXISTING TRUNK SANITARY SEWER PIPE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER PIPE WITH
(PIPE ID) - TO BE LINED
415' - 9" VCP
(61)
P
l
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t
D
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:
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R
P A R T
2
-
2 0 2 1
A R E A
L O C A T I O N
P L A N
C0.02
0 100 200
PART 2 - 2021 AREA LOCATION PLAN
N
NOTES:
1) MANHOLE ELEVATIONS AND PIPE LENGTHS ARE APPROXIMATE.
ACTUAL ELEVATIONS AND LENGTHS MAY VARY.
2) START CONSTRUCTION: JULY 12, 2021
- NO WORK CAN BEGIN UNTIL AFTER THE ABOVE DATE IN ORDER TO
AVOID CONFLICTS WITH CURRENT CITY INFRASTRUCTURE PROJECTS
WITHIN PROJECT AREAS.
3) SUBSTANTIAL COMPLETION FOR PART 2 LINING AREA: NOVEMBER 19,
2021
4) FINAL COMPLETION FOR PROJECT IS DECEMBER 10, 2021
>
>
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R
E P A R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H
E R E B Y
C E R
T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S
T A T E
O F
P R
I N T
N A M E :
S I G N A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 2 /2 0 2 0
-
2 :5 4 p m
D r a w i n g
n a m e :
V :\1 9 3 8 \a c t i v e \1 9 3 8 0 4 9 9 1 \C A D \D w g \1 9 3 8 0 4 9 9 1 _C 0 0 2 .d w g
X r e f s :,
1 9 3 8 0 4 9 9 1 _X S S S ,
1 9 3 8 0 4 9 9 1 _X S P L ,
1 9 3 8 0 4 9 9 1 _B O R D E R
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
&
2 0 2 1
S A N I T A R Y
S E W E R
L I N I N G
193804991
C I T Y
P R O J E C T
N O .
1 0 4 8
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
4 -2 0 -2 0 2 0
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
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1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
>
C0.01SEE SHEETC0.01SEE SHEET
*THESE PLANS SHOULD BE PRINTED IN COLOR
I:\RFA\PUBWORKS\2020\Council\1043 RFA 32nd Ave Crystal Joint Agreement
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution approving a joint powers agreement between the city of New Hope and the city of Crystal for
street maintenance work on 32nd Avenue (32nd Avenue Mill and Overlay Project No.1043)
Requested Action
Staff requests the approval of a resolution approving a joint powers agreement between the city of New Hope
and the city of Crystal for street maintenance work on 32nd Avenue (32nd Avenue Mill and Overlay Project
No. 1043).
Policy/Past Practice
The City Council routinely considers joint powers agreements due to the economics and efficiencies of doing
so. The city of New Hope has participated with neighboring cities on street infrastructure projects, with
regards to boundary streets, for many years.
Background
The attached agreement sets forth the obligations of the cities of Crystal and New Hope in undertaking the
project. The agreement establishes that the city of Crystal is the lead agency and is responsible for managing
the construction. The City of Crystal plans to complete this work in-house.
The project generally consists of Mill and Overlay on 32nd Avenue between Winnetka Avenue and Winpark
Drive. The Northern half of the road is owned and maintained by the city of New Hope. The city of Crystal
plans to complete the work this Spring or Summer.
Funding
This project for New Hope will be funded primarily by the city of New Hope street infrastructure fund. The
total cost to complete this project is $28,681.87
Attachments
Resolution
Joint Powers Agreement
Agenda Section
Development &
Planning
Item Number
8.2
City of New Hope
Resolution No. 20-
Resolution approving a joint powers agreement between the city of New Hope and
the city of Crystal for street maintenance work on 32nd Avenue
(32nd Avenue Mill and Overlay Project No. 1043)
WHEREAS, the city of New Hope and the city of Crystal have been negotiating to bring
improvements on 32nd Avenue; and,
WHEREAS, said improvements include full mill and overlay of the existing bituminous
roadway; and,
WHEREAS, a joint powers agreement has been prepared between the city of New Hope and
the city of Crystal setting forth the scope of work, terms, and conditions for
sharing project costs.
NOW, THEREFORE, BE IT RESOLVED,
1. That the above recitals are incorporated herein by reference.
2. That the joint powers agreement between the city of New Hope and the
city of Crystal for the 32nd Avenue Mill and Overlay Project is approved.
3. The Mayor and City Manager (the “Officers”) are authorized and directed
to sign the same on behalf of the city when the following condition is met:
Substantial conformance of the joint powers agreement to the form of
agreement presented to the Council as of this date, with such additions
and/or modifications as the Officers may deem necessary or desirable as
evidenced by their execution thereof.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this
27th day of April, 2020.
Mayor
Attest:
City Clerk
2020 – 32nd AVENUE N BITUMINOUS STREET RESURFACING PROJECT
CRYSTAL – NEW HOPE JOINT POWERS AGREEMENT
THIS JOINT POWERS AGREEMENT (“Agreement”) is made and entered into
effective as of the _____day of ___________, 2020, by and between the City of Crystal,
a municipal corporation under the laws of the State of Minnesota (“Crystal”), and the City
of New Hope, a municipal corporation under the laws of the State of Minnesota (“New
Hope”), collectively referred to as the “Cities” and individually as a “City.”
RECITALS
A. The Cities have been planning on coordinating street maintenance work on 32nd
Avenue North between Winnetka Avenue North and Winpark Avenue North, which
shares a common boundary between the Cities.
B. 32nd Avenue North is due for bituminous resurfacing.
C. The Cities desire to work jointly to complete the contracted Bituminous Street
Resurfacing project on 32nd Avenue North between Winnetka Avenue North and
Winpark Drive North (collectively, the “Work” or “Project”).
D. Minnesota Statutes, section 471.59 authorizes two or more governmental units to
enter into agreements to jointly or cooperatively exercise any power common to the
contracting parties or any similar power.
E. The scope of the W ork has been negotiated between the Cities and has been
incorporated into the plan set entitled “2020 Bituminous Street Resurfacing and Street
Reconstruction – Crystal City Project No. 2020-02” as prepared by Crystal (the
“Scope of Work”).
F. The City of Crystal has developed the plans and specifications for the Work (“Plans
and Specifications”).
G. Crystal has prepared a post bid cost estimate for the Project which estimate shows
the total project cost to New Hope, including indirect costs, as detailed in Exhibit A,
attached hereto and made a part hereof (“Post Bid Project Cost Estimate”). The
total cost of the portion of the Project located within the corporate limits of New Hope
(including the Administrative Costs as hereinafter defined), and for which New Hope
is responsible for paying, is estimated at Twenty Eight Thousand, Six Hundred
Eighty One Dollars and Eighty Seven Cents ($28,681.87). The actual amount New
Hope will be required to pay for its portion of the Project will be based on the Quantity
Price as hereinafter defined.
H. New Hope has reviewed and approved the Scope of Work and agreed to pay the cost
of the W ork within the corporate limits of New Hope.
2
I. Crystal has agreed to pay the cost of the Work within the corporate limits of Crystal
and to administer and supervise the Work in accordance with the Scope of Work and
the Plans and Specifications.
AGREEMENT
In consideration of the mutual undertakings and understandings expressed herein, the
Cities hereby agree as follows:
1. Design and Bidding. The Plans and Specifications, as they may be amended
from time to time, are incorporated in and made part of this Agreement. Crystal has
advertised for bids for the Project, has received and opened bids pursuant to said
advertisement and has entered into, or will enter into, one or more contracts with the
successful bidder (“Contractor”) at the unit prices specified in the bid of such
Contractor, all according to the applicable procedures under Minnesota law. The
contract will include the Plans and Specifications and reflect the Scope of Work.
Crystal shall require the Contractor to name New Hope as an additional insured on
its commercial general liability insurance policy.
2. Project Administration. Crystal shall administer all aspects of the Project and shall
inspect all completed Work. The New Hope City Engineer shall cooperate with the
Crystal City Engineer and the Crystal City Engineer’s staff upon request to aid in the
administration of the Project, but shall have no responsibility for the supervision of
any of the W ork.
3. Additional Work. Crystal may, in its sole discretion, make changes to the Scope of
Work so long as all changes are reasonably necessary to complete the Work and
are conceptually consistent with the original Scope of Work. Crystal may carry out
the changes authorized by this paragraph by entering into change orders or
supplemental agreements with the Contractor for the performance of any and all
additional or new work it deems necessary, advantageous, or desirable. If a
proposed change exceeds the original Scope of Work jointly contemplated by the
Cities, Crystal shall not make the change unless it is first approved by the New Hope
City Engineer.
4. Construction Easements. New Hope shall grant temporary construction
easements to Crystal, at no cost to Crystal, over those lands owned by New Hope
that are a part of the right-of-way required for the completion of the Work.
5. Apportionment of Cost. The total cost of the Work (“Quantity Price”) shall be
apportioned based on the actual construction quantity of items attributable to the
portion of the Work occurring in each City. The Cities understand and agree that the
Crystal City Engineer’s Post Bid Project Cost Estimate is only an estimate and that
the amount paid by each under this Agreement will be based on the final Quantity
Price. The Quantity Price shall be determined using the unit prices set forth in the
contract with the Contractor and the final quantities as measured by the Crystal City
3
Engineer. The Quantity Price does not include any costs associated with staff time
or expenses incurred by either City. New Hope shall also pay an additional amount
equal to 20% of its share of the Quantity Price to New Hope (“Administrative
Costs”) to pay its share of the legal, engineering, and administrative costs incurred
by Crystal for the Project.
6. Payment. Upon acceptance of the successful bid, Crystal shall provide New Hope
an estimated construction cost based upon the contract prices and es timated
quantities in the Contractor’s bid, the Administrative Costs, and all other costs
required to complete the Work (collectively, the “Estimated Cost”). Within 60 days
after receipt of the Estimated Cost, New Hope shall deposit with the Crystal Director
of Finance 90% of New Hope’s share of the Estimated Cost. All remaining amounts
due from New Hope, including any amounts resulting from change orders or other
changes or additions to the Work shall be paid to Crystal within 60 days of final
completion of the Work. Upon completion of the Work, Crystal shall submit to New
Hope a copy of the Crystal City Engineer’s Quantity Price report, which shall show
each City’s final share of the Quantity Price, including the amount of Administrative
Costs owed by New Hope. Upon payment by Crystal of the final amount due to the
Contractor, any amount payed by New Hope above its agreed upon share of the
Quantity Price shall be returned to New Hope.
7. Record Drawings. Crystal shall provide record drawings to New Hope within 90
days of Crystal’s final payment to the Contractor. All records kept by either City with
respect to this Agreement shall be subject to examination by the representatives of
the other City and the public in accordance with the Minnesota Government Data
Practices Act.
8. Traffic Control. If detouring of traffic is necessary during the Work, the detour
routes shall be mutually agreed upon by the Cities. Crystal will require the
Contractor to furnish, install, and maintain any guide signs, regulatory signs, and
pavement markings that may be needed. Crystal shall not be responsible for any
damage caused by increased traffic on any municipal streets located in New Hope
that arise out of or relate to the Work.
9. Cooperative Activity. To the fullest extent permitted by law, all activities by the
Cities under this Agreement are intended to be and shall be construed as a
“cooperative activity,” and it is the intent of the Cities that they shall be deemed a
“single governmental unit” for the purposes of determining total liability, as set forth
in Minnesota Statutes, section 471.59, subd. 1a. Nothing in this Agreement is
intended to alter, or shall be interpreted as altering, the treatment of the Cities as a
single governmental unit. For purposes of Minnesota Statutes, section 471.59,
subdivision 1a, each City expressly declines responsibility for the acts or omissions
of the other City.
10. Insurance & Indemnity. The Cities shall carry policies of liability insurance in at
least the amounts specified as the extent of their individual liability under Minnesota
4
Statutes, section 466.04, as amended. Nothing herein shall be deemed to waive
any statutory limits of liability granted to the Cities. Each City agrees to defend,
indemnify and hold harmless (including reasonable attorney’s fees) the other City,
their elected officials, officers, agents and employees from any liability, claims,
demands, damages, personal injury, costs, judgments or expenses arising from any
act or omission of the indemnifying City relating to the Project. Neither City shall be
required to pay to the other City any amount as indemnification under this
Agreement, whether arising pursuant to this Agreement, expressly, by operation of
law or otherwise, in excess of the limits of liability applicable to the indemnifying City
under Minnesota Statutes, Chapter 466, or in the event that Minnesota Statutes,
Chapter 466 does not apply, the maximum amount of insurance coverage available
to the indemnifying City. In those instances in which a City is directly liable for
damages as well as for indemnification to the other City, the combined liability of the
indemnifying City shall not exceed the limits of liability under Minnesota Statutes,
Chapter 466 or, in the event that Minnesota Statutes, Chapter 466 does not apply,
the maximum amount of insurance coverage available to the indemnifying City.
11. Employees; Worker’s Compensation. Any and all employees of each City and all
other persons engaged by that City in the performance of the W ork or any other work
or services required or contemplated by this Agreement shall not be considered
employees of the other City. Any and all claims that might arise under the Worker’s
Compensation Act or the Unemployment Compensation Act of the State of Minnesota
on behalf of said employees while so engaged, and any and all claims made by any
third parties as a consequence of an y act or omission on the part of said employees
while so engaged, shall in no way be the obligation or responsibility of the other City.
12. Audit. Pursuant to Minnesota Statutes, section 16C.05, subdivision 5, any books,
records, documents, and accounting procedures and practices of each City relevant
to the Agreement are subject to examination by the other City and either the
Legislative Auditor or the State Auditor as appropriate. The Cities agree to maintain
these records for a period of at least six years from completion of the Project.
13. Term. This Agreement shall commence as of the date indicated above and shall
continue until the Project is completed and all required payments have been made.
The indemnification and audit obligations shall survive the termination of this
Agreement.
14. Entire Agreement. This document, include the recitals, the exhibits, and any
documents incorporated by reference, shall constitute the entire agreement between
the Cities regarding construction of the Project. This Agreement supersedes all prior
negotiations, representations, or agreements between the Cities regarding the
Project, whether written or oral. No modifications to this Agreement shall be in effect
unless they are reduced to writing and are signed by both Cities.
5
15. No Third Party Rights. This Agreement is solely for the benefit of the Cities. This
Agreement shall not create or establish any rights in or for the benefit of any third
party.
16. Applicable Law. This Agreement shall be interpreted under the laws of Minnesota.
17. Compliance. Each City shall comply with all applicable federal, state, and local laws,
rules, regulations, and ordinances, and shall obtain such permits and permissions as
may be required, in carrying out their respective duties under this Agreement.
18. Discrimination. The provisions of Minnesota Statutes, section 181.59 and of any
applicable local ordinance relating to civil rights and discrimination shall be considered
a part of this Agreement as though fully set forth herein.
IN TESTIMONY WHEREOF, the parties hereto have caused this Agreement to be
executed by their respective duly authorized officers as of the day and year first above
written.
CITY OF NEW HOPE
By: ____________________________
Kathi Hemken
Its: Mayor
By: ____________________________
Kirk McDonald
Its: Manager
CITY OF CRYSTAL
By: ____________________________
Jim Adams
Its: Mayor
By: ____________________________
Anne Norris
Its: Manager
6
EXHIBIT A
Post Bid Project Cost Estimate
(attached hereto)
I:\RFA\P&R\PARKS\2020\Combined Award Contract 1040 and 1046\Q&R - Award contract combined 1040 and 1046.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution awarding low bid of $127,334.50 to Dunaway Construction for playground site work at Begin
Park (Improvement Project No. 1040) and for basketball court replacement at Northwood Park (Improvement
Project No. 1046)
Requested Action
Staff requests approval of a resolution awarding a contract for the site work portion of the improvements to
the playground at Begin Park (improvement project no. 1040) and the basketball court improvements at
Northwood Park (improvement project no. 1046) to the lowest responsible bid, Dunaway Construction, in the
amount of $127,334.50, which includes the base bid and Alternate 2. The site work portion of the playground
project will include replacement of the playground container, entrance ramp, replacement of the sidewalk.
Alternate 2 will include installation of concrete pads for two benches and a picnic table.
Staff will handle the removal of the necessary existing equipment and sand and the installation of the benches
and signs. It is anticipated that work would begin late spring with the majority of the project being completed
this summer.
The engineered wood fiber will be part of the playground equipment contract.
The basketball court portion of the project will include the removal of the existing court and hoops and
installation of a new court and hoops.
Background
Begin Playground
The playground equipment at Begin Park is currently the oldest playground in the New Hope parks system.
It was last replaced in 1996 and was repainted in 2010. In November 2019, a mailing was sent to area
residents to gather some initial information on what they would like to see included in the new playground.
This process has worked well in the past and staff appreciates the input from the neighbors.
A committee made up of representatives from Flagship Recreation, Council, CAC Commissioners and staff
from Stantec and the city met on February 19, 2020 to view plans that were designed based on the resident
surveys, park size and budget. After discussion, the plans were modified and then reviewed at the second
committee meeting on February 27, 2020. Several residents who had expressed interest in being on the
committee were invited to both meetings, but did not attend. Staff did share the equipment plan with them
via email and asked for color input.
Basketball Courts
The basketball court at Northwood Park was built approximately 25 years ago and has had maintenance
performed several times over the years. It has deteriorated to the point of needing replacement.
Agenda Section
Development &
Planning
Item Number
8.3
Request for Action, Page 2
Staff annually inspects the court surfaces at all of the parks to determine what maintenance should be
performed to keep the courts in good working order. Court surfaces need periodic crack filling, resurfacing
and repainting to keep them safe for users. When court surfaces have been resurfaced too many times, the
surface easily flakes making further resurfacing improvements impossible. In this case the only repair option
is to replace the court.
In addition to the courts, the basketball hoops will also be replaced.
On March 23, 2020, the City Council approved the plans and specifications and authorized the advertisement
of bids for these projects.
On April 16, 2020, bids were received from eight contractors. The lowest three bids are listed below and the
full bid tabulation is attached:
Base
Quote
Alternate 1
(Hydroseed
w/mulch)
Alternate 2
(concrete
bench pads)
Alternate 3
(Engineered
Wood Fiber,
Fabric and Mats)
Alternate 4
(widen
basketball
court)
Engineer’s Estimate $135,018.95 ($1,905.00) $3,070.00 $16,100.00 $11,000.00
Dunaway
Construction
$125,797.50 ($1,170.00) $1,537.00 $13,645.00 $12,564.75
Omann Brothers $127,267.00 ($1,495.00) $1,860.00 $12,020.00 $12,230.00
Pember Companies,
Inc.
$132,075.00 ($3,672.50) $1,292.50 $11,003.50 $14,400.00
Dunaway Construction completes general construction site work, as is proposed with the improvements at
Begin Park and Northwood Park. They were the site contractor on the 2013 playground project at Terra Linda
Park and did a quality job.
Recommendation
It is the recommendation of staff and the city engineer that the City Council award the low base bid of
$125,797.50 for improvement projects no’s. 1040 and 1046 and include Alternate 2, bid at $1,537.00, to
Dunaway Construction. This would bring the total award amount to $127,334.50.
Funding
These projects are included in the 2020 CIP and the 2020 Park Infrastructure budget as shared with the
Council during 2020 budget discussions. Total funding of $280,000 (improvement project no. 1040 - $200,000
for the playground and trails; and improvement project no. 1046 - $80,000 for the basketball court) is available
in the Park Infrastructure Fund and Park Dedication Fund.
The Park Infrastructure Fund is levy funded each year. The Park Dedication funds were collected as part of
the Centra Homes development and is included in the Park Infrastructure Fund.
The cost breakdown of both projects:
Request for Action, Page 3
Begin Playground
Costs
Northwood
Basketball
Costs
Total Projects
Estimated
Costs
Site Work - Base $57,908.00 $67,889.50 $125,797.50
Alt 1 – Hydroseed w/mulch not recommended - .00
Alt 2 – Concrete Bench Pads $1,537.00 - $1,537.00
Alt 3 – Engineered Wood Fiber, Fabric, Mats not recommended - .00
Alt 4 – Widen Basketball Court - not recommended .00
Sub Total Dunaway Construction $59,445.00 $67,889.50 $127,334.50
Equipment, Picnic Tables and Installation $111,852.12 - $111,852.12
Benches (2) $1,200.00 - $1,200.00
Indirect Costs $18,000.00 $ 12,000.00 $30,000.00
Estimated Total $190,497.12 $79,889.50 $270,386.62
Amount Budgeted $200,000.00 $80,000.00 $280,000.00
* New park signs were purchased using part of the HRG grant.
Attachments
Resolution
Copy of plans and specifications
Engineer’s memorandum and bid tabulation
2020 CIP list
City of New Hope
Resolution No. 2020-
Resolution awarding low bid of $127,334.50 to Dunaway Construction for playground site work
at Begin Park (Improvement Project No. 1040) and for basketball court replacement
at Northwood Park (Improvement Project No. 1046)
WHEREAS, these projects are improvements which add to the value of these community assets; and,
WHEREAS, the city engineer has prepared plans, specifications, and contract terms for the work; and,
WHEREAS, the bid from Dunaway Construction in the amount of $125,797.50 base bid plus $1,537.00 for
Alternate 2 (total $127,334.50) for the site improvements of Begin Park playground and
basketball improvements for Northwood Park is the lowest responsible bid submitted; and,
WHEREAS, the city engineer has recommended that Council award the contract to Dunaway Construction;
and,
WHEREAS, the funding source for the projects are the Park Dedication Fund and the Park Infrastructure
Fund.
NOW, THEREFORE, BE IT RESOLVED the City Council of the city of New Hope, Minnesota authorize
entering into a contract for the playground site work improvements at Begin Park and
basketball court improvements at Northwood Park with Dunaway Construction for $127,334.50.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 27th day of April,
2020.
Mayor
Attest:
City Clerk
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BERNIE WEBER
SUSAN RADER
DIRECTOR OF PUBLIC WORKS
PARKS & RECREATION DIRECTOR
2020
STANTEC PROJECT NO. 193804895 & 193804894
ANDY HOFFE
KIRK McDONALD
JOHN ELDER
JONATHAN LONDON
CITY MANAGER
COUNCILMEMBER
CITY OF NEW HOPE
MAYOR
2020 PARK IMPROVEMENTS: BEGIN PLAYGROUND &
NORTHWOOD BASKETBALL COURT
COUNCILMEMBER
COUNCILMEMBER
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SHEET INDEX
G0.01 TITLE SHEET
C0.01 BEGIN PLAYGROUND SITE DEMOLITION PLAN
C0.02 NORTHWOOD BASKETBALL COURT SITE DEMOLITION PLAN
C3.01 BEGIN PLAYGROUND GRADING & DRAINAGE PLAN
C3.02 NORTHWOOD BASKETBALL COURT GRADING & DRAINAGE PLAN
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C6.02 NORTHWOOD BASKETBALL COURT IMPROVEMENTS
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STEVE SONDRALL CITY ATTORNEY
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B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
P A R K
I M P R O V E M E N T S
193804895
C I T Y
P R O J E C T
N O .
1 0 4 0
PBR
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
B E G I N
P L A
Y G R O U N D
S I T E
D E M O L I T I O N
P L A N
C0.01
NOTES:
1. CITY WILL REMOVE EXISTING PLAY EQUIPMENT,
BENCHES AND DESIGNATED TREES PRIOR TO
CONSTRUCTION.
2. CITY WILL REMOVE AND STOCKPILE SAND ON-SITE.
3. REMOVAL OF EX. SIDEWALK TO INCLUDE UNDERLYING
AGGREGATE SECTION AND ANY DRAIN TILE
DISCOVERED.
4. SILT FENCE PERIMETER PROTECTION SHALL BE
INSTALLED PRIOR TO ANY EXCAVATIONS OR
REMOVALS BEGIN.
5. SWEEP STREETS AS DIRECTED BY ENGINEER.
N
0 10 20
LEGEND
REMOVE EXISTING CONCRETE
SIDEWALK
REMOVE BITUMINOUS
PAVEMENT
MSMSMS
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
SAWCUT EX. BITUMINOUS
REMOVE
BASKETBALL
HOOP (2)
SALVAGE EX. TRASH
CONTAINER (TYP.)
REMOVE EX.
BITUMINOUS TRAIL
SALVAGE EX.
CONCRETE BENCH RAMP
PROTECT EX. BUSHES (TYP.)
RECLAIM EX. BASKETBALL COURT
BITUMINOUS PAVEMENT
PROTECT EX. TRAIL
DATENO
W A S
P R E P A R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N A T U R E :
D A T E :
L I C .
N O .
REVISION
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S
I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M N
2 0 2 0
P A R K
I M P R O V E M E N T S
C I T Y
P R O J
E C T
1 0 4 6
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
N
N W O O D
B A S K E T B A L
C O U R T
S I T E
D E M O L I T I O N
C0.02
THIS RECORD DRAWING IS A COMPILATION OF A COPY OF THE SEALED (ENGINEERING/
ARCHITECTURAL/ LANDSCAPE ARCHITECTURAL) DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA,
CHANGE ORDERS, FIELD MEASUREMENTS, AND INFORMATION FURNISHED BY THE CONTRACTOR. THE
INFORMATION SHOWN ON THE RECORD DRAWINGS THAT WAS PROVIDED BY THE CONTRACTOR OR
OTHERS NOT ASSOCIATED WITH THE DESIGN PROFESSIONAL CANNOT BE VERIFIED FOR ACCURACY OR
COMPLETENESS. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE OFFICES OF STANTEC.
DATE: ( ) COMPLETED BY: ( ).
CONTRACTOR:
RECORD PLAN
NOTES:
1. SALVAGE THE EXISTING BENCH AND TRASH
CONTAINER PRIOR TO CONSTRUCTION AND DELIVER
TO NEW HOPE PUBLIC WORKS.
2. REMOVAL OF EX. TRAIL TO INCLUDE UNDERLYING
AGGREGATE SECTION AND ANY DRAIN TILE
DISCOVERED.
3. SILT FENCE PERIMETER PROTECTION SHALL BE
INSTALLED PRIOR TO ANY EXCAVATIONS OR
REMOVALS BEGIN.
LEGEND
REMOVE EX. BITUMINOUS TRAIL
MACHINE-SLICED EROSION
CONTROL SILT FENCEMS
S
TRASH
D
T
D
T
D
T
D
T
D
T
D T
D T
DT DT DT DT DT
D T
D T
D T
D T
D T
D T
D T
D T
D T
D T
D T
D T
D T
D T
S
SS
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
D T
D T
D T
D T
D T
D T
D T
D T
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
SS
l l l l
0 .9 7 %
1.35
%
0.69
%
2.98%
0.65%
1 .3 6 %
1 .1 0 %
D T
D T
D T
D T
D T
D T
D T
D T
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 3 /2 0 2 0
-
3 :2 5 p m
D r a w i n g
n a m e :
\\U s 0 2 9 1 -p p f s s 0 1 \w o r k g r o u p \1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 5 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 5 _C 3 .0 1 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 5 _B O R D E R ,
1 9 3 8 0 4 8 9 5 _X S X T ,
1 9 3 8 0 4 8 9 5 _X S N O
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
P A R K
I M P R O V E M E N T S
193804895
C I T Y
P R O J E C T
N O .
1 0 4 0
PBR
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
B E G I N
P
L A Y G R O U N D
G R A D I N G
&
D R A I N A G E
P L A N
C3.01
N
0 10 20
NOTES:
1. COMMON EXCAVATION BID ITEM INCLUDES THE FOLLOWING:
·REMOVAL OF AGGREGATE BASE BELOW EX. TRAILS
·OVERALL SITE GRADING SHOWN
·REMOVAL OF ANY EXCESS SOIL FROM EXCAVATION OF PLAY CONTAINER
·REMOVAL OF ANY UNUSED SAND WHICH WAS STOCKPILED BY OWNER
2. INSTALL 6" LOAM TOPSOIL BORROW OVER ALL DISTURBED AREAS TO BE
RESTORED. BASE BID COMPOST MULCH TO BE 2" IN DEPTH. INSTALL TO 1"
HIGHER THAN FINISHED GRADE TO ACCOUNT FOR SETTLEMENT.
3. DRAINTILE CLEAN-OUTS LOCATED INSIDE THE PLAY CONTAINER SHALL BE
INSTALLED WITH A CAP AND METAL DETECTION ROD AND PLACED 12" BELOW
FINISHED GRADE, AT BOTTOM OF ENGINEERED WOOD FIBER MULCH AND
PROTRUDING THROUGH GEOTEXTILE FABRIC.
4" PVC NON-PERFORATED DRAIN TILE
4" PVC PERFORATED
DRAIN TILE, WITH SOCK.
SEE DETAIL ON C8.01
CO
CO
4" PVC CLEANOUT (TYP.)
SEE DETAIL B ON SHEET C8.01
55TH AVE N
W I S C O N S I N
A V E
N
B P :
0 +0 0 .0 0
P I :
0 +5 1 .3 7
PI: 1+39.16
E P :
1 +9 0 .5 3
2.21%
2.21%
0
.
9
1
%
0.99
%0.99
%
0.99
%
2.0
4
%2.0
4
%
2.0
4
%
0+00
1 +0 0
1+91
0
.
9
1
%
0
.
9
1
%
3.00
3 .0 0
3.00
3 .0 0
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
MS MS
M S
M S
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 3 /2 0 2 0
-
4 :1 3 p m
D r a w i n g
n a m e :
V :\1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 4 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 4 _C 3 0 1 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 4 _X S X T ,
1 9 3 8 0 4 8 9 4 _B R D R ,
1 9 3 8 0 4 8 9 4 _X S N O
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M N
2 0 2 0
P A R K
I M P R O V E M E N T S
193804894
C I T Y
P R O J
E C T
1 0 4 6
KY
ACD
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
N
N W O O D
B
A S K E T B A L L
C O U R T
-
G R A
D I N G
&
D R I N A G E
P L A N
C3.02
NOTES:
1. COMMON EXCAVATION BID ITEM INCLUDES THE FOLLOWING:
·REMOVAL OF AGGREGATE BASE BELOW EX. TRAILS
·OVERALL SITE GRADING SHOWN
2. INSTALL 6" LOAM TOPSOIL BORROW OVER ALL DISTURBED AREAS TO BE
RESTORED. BASE BID COMPOST MULCH TO BE 2" IN DEPTH. INSTALL TO 1"
HIGHER THAN FINISHED GRADE TO ACCOUNT FOR SETTLEMENT.
THIS RECORD DRAWING IS A COMPILATION OF A COPY OF THE SEALED (ENGINEERING/
ARCHITECTURAL/ LANDSCAPE ARCHITECTURAL) DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA,
CHANGE ORDERS, FIELD MEASUREMENTS, AND INFORMATION FURNISHED BY THE CONTRACTOR. THE
INFORMATION SHOWN ON THE RECORD DRAWINGS THAT WAS PROVIDED BY THE CONTRACTOR OR
OTHERS NOT ASSOCIATED WITH THE DESIGN PROFESSIONAL CANNOT BE VERIFIED FOR ACCURACY OR
COMPLETENESS. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE OFFICES OF STANTEC.
DATE: ( ) COMPLETED BY: ( ).
CONTRACTOR:
RECORD PLAN
S
TRASH
S
SSSS
ALTERNATE #3: INSTALL
GEOTEXTILE FABRIC,
ENGINEERED WOOD FIBER
MULCH AND PLAYGROUND MATS
INSTALL 6" CONCRETE PEDESTRIAN
RAMP. SEE DETAIL STR-7 ON SHEET C8.02.
INSTALL CURB & GUTTER AT RAMP LOCATION
WITH BITUMINOUS STREET PATCH.
SEE DETAIL STR-1A ON SHEET C8.02.
ALTERNATE #2: INSTALL
CONCRETE BENCH PAD
FILL CONTAINER WITH 8" SAND. SAND TO BE EITHER
ON-SITE STOCKPILED SAND, IF ACCEPTED BY
ENGINEER, OR GRANULAR BORROW.
PLAY CONTAINER CONCRETE RAMP.
SEE DETAILS C AND D ON SHEET C8.01
INSTALL CONCRETE
PLAYGROUND CURB
INSTALL 6" CONCRETE PEDESTRIAN
RAMP. SEE DETAIL STR-7 ON C8.02.
INSTALL CURB & GUTTER AT RAMP LOCATION
WITH BITUMINOUS STREET PATCH.
SEE DETAIL STR-1A ON SHEET C8.02.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 3 /2 0 2 0
-
3 :2 9 p m
D r a w i n g
n a m e :
\\U s 0 2 9 1 -p p f s s 0 1 \w o r k g r o u p \1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 5 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 5 _C 6 0 1 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 5 _B O R D E R ,
1 9 3 8 0 4 8 9 5 _X S X T ,
1 9 3 8 0 4 8 9 5 _X S N O
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
P A R K
I M P R O V E M E N T S
193804895
C I T Y
P R O J E C T
N O .
1 0 4 0
PBR
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
B E G I N
P L A Y
G R O U N D
I M P R O V E M E N T S
C6.01
NOTES:
1. INSTALL 6" LOAM TOPSOIL BORROW OVER ALL DISTURBED AREAS TO BE RESTORED. BASE BID COMPOST MULCH TO BE 2" IN DEPTH. INSTALL TO 1" HIGHER THAN
FINISHED GRADE TO ACCOUNT FOR SETTLEMENT.
·IF ALTERNATE #1 IS AWARDED RESTORATION WILL BE BY HYDROMULCH WITH MNDOT SEED MIXTURE 25-151 IN LIEU OF THE BASE BID RESTORATION METHOD.
2. COORDINATE WITH FLAGSHIP STRUCTURES FOR PLAY EQUIPMENT INSTALLATION. CITY CONTRACT FOR PLAY EQUIPMENT REQUIRES THAT INSTALLATION OF
EQUIPMENT WILL BE COMPLETED WITHIN 10 WORKING DAYS OF PREPARED SITE.
·PLAY EQUIPMENT SHALL BE INSTALLED AFTER THE PLAY CONTAINER CONCRETE CURB IS INSTALLED AND SUB BASE IS PREPARED, AND PRIOR TO INSTALLATION OF
SAND (DRAINAGE AGGREGATE), DRAIN TILE, CONCRETE RAMP, GEOTEXTILE FABRIC AND ENGINEERED WOOD FIBER.
·SWING EQUIPMENT SHOULD BE INSTALLED AFTER THE ACCESS ROUTE IS PREPARED AND PRIOR TO SYNTHETIC RESILIENT SURFACING. SPECIFIC SCHEDULING AND
SEQUENCING MUST BE VERIFIED WITH PLAY EQUIPMENT INSTALLATION CONTRACTOR.
3. TRUNCATED DOMES TO BE CHARCOAL IN COLOR.
4. MATCH EXISTING CURB AND GUTTER TYPE.
5. ALT. #3 INCLUDES F&I OF PLAYGROUND MATS. IF AWARDED, THESE MATS ARE TO BE INSTALLED 2" BELOW THE ENGINEERED WOOD FIBER MULCH AT END OF SLIDES,
AND UNDERNEATH SWINGS. TWO MATS WILL BE PLACED UNDER THE FRIENDSHIP DOUBLE SWING.
6. SUBSTANTIAL COMPLETION MM DD, 2020.
THIS RECORD DRAWING IS A COMPILATION OF A COPY OF THE SEALED (ENGINEERING/
ARCHITECTURAL/ LANDSCAPE ARCHITECTURAL) DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA,
CHANGE ORDERS, FIELD MEASUREMENTS, AND INFORMATION FURNISHED BY THE CONTRACTOR. THE
INFORMATION SHOWN ON THE RECORD DRAWINGS THAT WAS PROVIDED BY THE CONTRACTOR OR
OTHERS NOT ASSOCIATED WITH THE DESIGN PROFESSIONAL CANNOT BE VERIFIED FOR ACCURACY OR
COMPLETENESS. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE OFFICES OF STANTEC.
DATE: ( ) COMPLETED BY: ( ).
CONTRACTOR:
RECORD PLAN
N
0 10 20
LEGEND
INSTALL CONCRETE
SIDEWALK
BITUMINOUS STREET PATCH
B P :
0 +0 0 .0 0
P I :
0 +5 1 .3 7
PI: 1+39.16
E P :
1 +9 0 .5 3
0+00
1 +0 0
1+91
3.00
3 .0 0
3.00
3 .0 0
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
M S
MS MS
M S
M S
56.00
9 0 .0 0
SHAPE AND COMPACT EXISTING AGGREGATE BASE.
INSTALL 3" THICK BITUMINOUS BASKETBALL
COURT WITH 2 COLOR SURFACE FINISH SYSTEM.
SEE SHEET C8.03 FOR TYPICAL SECTION AND
STRIPING DIMENSIONS.
RESTORE WITH 6" LOAM TOPSOIL, EROSION CONTROL COMPOST
BLANKET BLOWN W/ MNDOT 25-151 SEED
INSTALL BITUMINOUS TRAIL
INSTALL BASKETBALL HOOP (TYP.)
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 3 /2 0 2 0
-
4 :1 7 p m
D r a w i n g
n a m e :
V :\1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 4 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 4 _C 6 0 1 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 4 _B R D R ,
1 9 3 8 0 4 8 9 4 _X S N O
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M N
2 0 2 0
P A R K
I M P R O V E M E N T S
193804894
C I T Y
P R O J
E C T
1 0 4 6
KY
ACD
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
N
N
W O O
D
B A S K E
T B A L L
C O U R T
I M P R O V E M E N T S
C6.02
THIS RECORD DRAWING IS A COMPILATION OF A COPY OF THE SEALED (ENGINEERING/
ARCHITECTURAL/ LANDSCAPE ARCHITECTURAL) DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA,
CHANGE ORDERS, FIELD MEASUREMENTS, AND INFORMATION FURNISHED BY THE CONTRACTOR. THE
INFORMATION SHOWN ON THE RECORD DRAWINGS THAT WAS PROVIDED BY THE CONTRACTOR OR
OTHERS NOT ASSOCIATED WITH THE DESIGN PROFESSIONAL CANNOT BE VERIFIED FOR ACCURACY OR
COMPLETENESS. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE OFFICES OF STANTEC.
DATE: ( ) COMPLETED BY: ( ).
CONTRACTOR:
RECORD PLAN
NOTES:
1. INSTALL 6" LOAM TOPSOIL BORROW OVER ALL DISTURBED
AREAS TO BE RESTORED. BASE BID COMPOST MULCH TO BE 2"
IN DEPTH. INSTALL TO 1" HIGHER THAN FINISHED GRADE TO
ACCOUNT FOR SETTLEMENT.
2. TRAIL SECTION TO HAVE 6" AGGREGATE BASE AND
GEOTEXTILE FABRIC AS PER DETAIL J/C8.01.
3. SUBSTANTIAL COMPLETION MM DD 2020
LEGEND
INSTALL BITUMINOUS TRAIL
EROSION CONTROL COMPOST
BLANKET BLOWN W/ MNDOT
25-151 SEED
MACHINE-SLICED EROSION
CONTROL SILT FENCE
MS
1 2 "
M I N .
FINISHED GRADE
8" SAND (IMPORTED GRANULAR BORROW
OR SALVAGED MATERIAL)
4" DIA. PERF. PVC DRAINAGE
TUBING
PIPE PLUG. SECURE METAL TAG TO PIPE PLUG
CAPABLE OF BEING DETECTED THROUGH SURFACING
WITH METAL DETECTOR.
4" DIA. RIGID SCHEDULE 40
NON-PERFORATED PVC PIPE.
45 DEG. BEND SCHEDULE 40 PVC FITTING
SUBGRADE
SURFACE MATERIAL
MATERIAL THICKNESS
DO NOT PLACE SURFACE MATERIAL UNTIL
EXCAVATED DEPTH AS BEEN APPROVED BY
LANDSCAPE ARCHITECT.
CONCRETE NOTE:
ALL OUTSIDE EDGES AND JOINTS SHALL BE TOOLED WITH A 14"
RADIUS TOOL. BRUSH FINISH CONCRETE SURFACE AFTER
TOOLING.
DRAIN TILE CLEANOUT IN PLAY CONTAINER
NOTE: PROVIDE 3/8 IN. EXP. JTS. WITH PREMOLDED
MATERIAL JOINT MATERIAL AT 30 FT. INTERVALS.
2 0 "
10.5" MIN
FINISHED GRADE OR ADJACENT
PAVING. SEE PLANS.
REINFORCED CONC. CURB - EXPOSED SIDE SURFACE TO BE AS NON-ABRASIVE
AS POSSIBLE, TOP SURFACE SHOULD BE LIGHT BROOM FINISH
SMOOTH SCORE JT, 5' O.C.. SLOPE TOP OF CURB TO DRAIN INTO CONTAINER
AT 1-2%.
3" RADIUS, EXCEPT FOR WHERE RAMP JOINTS TO CURB
(2) #4 CONT. REBAR,
2" MIN. COVER
COMPACTED SUBGRADE
PLAYGROUND CURB AND DRAINTILE
NOT TO SCALE
10" TYP
ENGINEERED WOOD PLAY SURFACE MATERIAL.
12" LOOSE VOLUME DEPTH.
FORM FINISH CURB. BACK CURB MUST
EXTEND TO DEPTH OF SAND LAYER
HAND FORM CURB FACE
SALVAGED OR IMPORTED
GRANULAR BORROW
1 2 "
8 "
GEOTEXTILE FABRIC
LANDSCAPE PIN, 24" OC
4" PERFORATED SCH. 40
PVC DRAINTILE WITH SOCK.
4
0
°
4" THICK CONCRETE
AGG. BASE COURSE, AS SPECIFIED
COMPACT TO 100% STD. PROCTOR
DENSITY. THICKNESS VARIES: 14"
TO 10"
FINISHED GRADE
8" SAND
1'-0"
9"3"
8
1 /1 6 "
1 5 "
SURFACEDEPTH
PLAY CONTAINER CONCRETE RAMP - FRONT PROFILE
NOT TO SCALED
COMPACTED SUBGRADE
8 "
12"ENGINEERED WOOD
PLAY SURFACE MATERIAL
VARIES (5'-8')
6"6"
1
:
11:1
GEOTEXTILE
FABRIC
LANDSCAPE PIN, 24" OC
(BOTH SIDES)
9.5"
C PLAY CONTAINER CONCRETE RAMP
NOT TO SCALE
4" THICK CONCRETE.
COMPACTED
SUBGRADE
2%SLOPE
16"
12.5'
ENGINEERED WOOD
FIBER MULCH (ALTERNATE NO. 3).
RAMP NOTES:
1. CONTRACTOR TO VERIFY ALL EXISTING SPOT GRADES IN PLAYGROUND AREA PRIOR
TO INSTALLATION OF RAMPS.
2. CONCRETE RAMPS ARE DESIGNED TO EXTEND 3"-6" BELOW THE TOP SURFACE OF THE
ENGINEERED WOOD FIBER MULCH BEFORE TRANSITIONING DOWN TO THE BASE
COURSE. RAMPS MUST NOT POSE A TRIPPING HAZARD OR FAIL TO PROVIDE AN
ACCESSIBLE ROUTE INTO THE PLAY EQUIPMENT CONTAINER.
3 "
MATCH TOP OF
PLAY CURB
DO NOT FORM
RADIUS ON CURB
WHERE ABUTTING
RAMP
12"
GEOTEXTILE
FABRIC
8" SAND (SALVAGED
MATERIAL OR GRANULAR
BORROW)
6"
1
:
1
1
:
1
AGG. BASE COURSE, AS
SPECIFIED COMPACT TO
100% STD. PROCTOR
DENSITY.
#4 AT 12" O.C.
4" EMBEDMENT MIN.
LANDSCAPE PIN, 24" OC
HOLD DOWN MULCH AT
RAMP TO PROVIDE ACCESSIBLE
ROUTE INTO THE CONTAINER (ALT.
NO. 3)
20"
16"2"13"
15"
BA
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 2 /2 0 2 0
-
6 :1 5 p m
D r a w i n g
n a m e :
\\U s 0 2 9 1 -p p f s s 0 1 \w o r k g r o u p \1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 5 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 5 _C 8 0 2 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 5 _B O R D E R
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
P A R K
I M P R O V E M E N T S
193804895
C I T Y
P R O J E C T
N O .
1 0 4 0
PBR
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
C O N S T R U C T I
O N
D E T A I L S
C8.01
PLATE NO.
LAST REVISION:
ERO-1
AUG 2017SILT FENCE INSTALLATION
CITY OF NEW HOPE, MN
POST JOINING
DIRECTION OFRUNOFF FLOW
STANDARD & HIGH-FLOWSTANDARD & HIGH-FLOW
2 '
-
0 ''
M I N
P O S T
E M B E D M E N T
MANUAL INSTALLATION
RUNOFF FLOWDIRECTION OF
T -P O S TMACHINE SLICED
P O S T
E M B E D M E N T
2
'-
0 ''
M I N
KEY NOTES:
1
24
3
4
1
2
5
6
1. T-post length, 5 ft. min. at 6' max. spacing.
2. Geotextile shall meet MnDOT Spec. 3886.
3. 6" x 6" fabric anchorage trench and backfill with tamped natural soil.
4. Plastic zip ties (3 minimum w/ 50lb tensile) located on top 8".
5. Machine slice 8"- 12" depth (plus 6" flap).
6. Silt fence to wrap around post at least 180°.
4
4 4
4
PLATE NO.
LAST REVISION:
STR-1A
DEC 2015CURB AND GUTTER
CITY OF NEW HOPE, MN
1/2"R1/2"R
9
1 /2 "2 "
VARIES
3/4"PE R FT
S LOPE
1
10"
5
7 "
1 3
1 /2 "
1 0
1 /2 "
4 "
12"R
1/2"R
6 "
7 "
10 1/2"17 1/2"
8"
24" B624
7 "
S LOP E
3 /4 "P E R FT
1
6"
3
3"R
1/2"R
MnDOT B618
MOUNTABLE
28"R 68"R
6
1 /2 "
1/2"
MnDOT B612
MnDOT B624
18" B618
12" B612
28"
NOTE:
1
DISTANCE TO ℄VARIABLE
STANDARD SECTION
THROUGH DRIVEWAY
PLACE #4 REBAR AS SHOWN, WHERE CURB CROSSES
UTILITY TRENCHES WITH 3" OF COVER.
1
1
1
COMPACTED BACKFILL
GRANULAR BORROW
MNDOT SPEC.
3149.2B.1
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
6" BELOW PIPE
12"
DIA
PIPE FOUNDATION & BEDDING
GOOD SOILS
IMPROVED PIPE FOUNDATION MATERIAL (3149.2H MOD.)
CONSIDERED INCIDENTAL TO THE SPECIFIED GRANULAR
BORROW MATERIAL (3149.2B.1) IN THIS AREA
COMPACTED
BACKFILL
12"
ABOVE
PIPE
COARSE FILTER
AGGR. MNDOT SPEC.
3149.2H MOD.
DIA
IMPROVED PIPE
FOUNDATION 6" PAY
DEPTH INCREMENTS TYP.
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPEDIA+12" MIN.
IMPROVED PIPE FOUNDATION MATERIAL
POOR SOILS
PLATE NO.
LAST REVISION:
BED-1
AUG 2017PIPE FOUNDATION & BEDDING
METHODS FOR PVC
CITY OF NEW HOPE, MN
6" INCIDENTAL
ABOVE PIPE
VARIES
PLATE NO.
LAST REVISION:GENERAL PEDESTRIAN CURB RAMP
DETAILS
STR-7
DEC 2018
CITY OF NEW HOPE, MN
PLAN
CURB
FACE OF
CONC. SIDEWALK
VARIES
1 "/F T .
S L O P E
VARIES
(SEE
PLAN)
CURB
RADIUS
3"
2 '
2'2'
VARIES
TRUNCATED DOMES SHALL BE
NEENAH R-4984,
POWDER-COATED CAST IRON -
CHARCOAL, DETECTABLE
WARNING PLATE OR APPROVED
EQUAL.
2'
REFER TO MnDOT
STANDARD PLAN 5-297.250
ONE PIECE 6" PVC
SCH. 40
CLEANOUT RISER 10'
LONG TURN
T-Y SCH. 40
PVC LONG SWEEP
BEND SCH. 40
ENCASE PVC BEND IN CONCRETE
MIN. 1/3 CU. YDS.ENCASE PVC WYE IN CONCRETE
MIN. 1/3 CU. YDS.
IN LINE CLEANOUTEND OF LINE CLEANOUT
PLATE NO.
LAST REVISION:
PVC SERVICE LINE CLEANOUTS
SER-3
MAR 2016
CITY OF NEW HOPE, MN
BURY - MAX 4"
SECURE METAL TAG TO
PIPE PLUG CAPABLE OF
BEING DETECTED WITH
METAL DECTECTOR
NOTE:
6" HUB WITH THREADED
PVC PLUG - DO NOT GLUE
NOTE:
ENCLOSE LONG SWEEP BEND
OR COMBINATION WYE IN
CONCRETE AS SHOWN.
1 8 "
M I N .
EXISTING YARD
CONTRACTION JOINT
(TYP.)
GUTTER LINE
REMOVE EXISTING SOD & REPLACE WITH
6" TOPSOIL, MNDOT SEED MIXTURE
25-151 AND CATEGORY 0, TYPE 1S
EROSION CONTROL BLANKET.
EXISTING CONCRETE
CURB & GUTTER
EXISTING
BITUMINOUS SURFACE
℄EXISTING ROADWAY
SAWCUT EXISTING
CURB & GUTTER
1/4"/FT.MIN.
6" TOPSOIL, MNDOT SEED
MIXTURE 25-151 AND
CATEGORY 0, TYPE 1S
EROSION CONTROL
BLANKET
REMOVE EXISTING BITUMINOUS
SURFACE
SECTION
CL
ONE PANEL MIN.2'2'0'-2'
PLATE NO.
LAST REVISION:
STR-31
FEB 2017
0'-2'
EXISTING CONTRACTION
JOINT (TYP.)
CONCRETE CURB REPLACEMENT
NON DRIVEWAY LOCATION
CITY OF NEW HOPE, MN
PLAN
18'' MIN.
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 2 /2 0 2 0
-
6 :1 6 p m
D r a w i n g
n a m e :
\\U s 0 2 9 1 -p p f s s 0 1 \w o r k g r o u p \1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 5 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 5 _C 8 0 2 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 5 _B O R D E R
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M I N N E S O T A
2 0 2 0
P A R K
I M P R O V E M E N T S
193804895
C I T Y
P R O J E C T
N O .
1 0 4 0
PBR
KY
ACD
KMS
DDB
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
D .
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
1 0 0 0
M i n n e a p o l i s
M N
5 5 4 0 2 -2 3 0 9
w w w .s t a n t e c .c o m
C O N S T R U C T I
O N
D E T A I L S
C8.02
BASKETBALL COURT MARKINGS LAYOUT
NOT TO SCALEK
4 2 '
8 4 '
50'
R 6 '
R 6 '
R 3 '
R
1
9.7
5'
12'
1 9 '
5 '
3 '
1 '
3 '
3" TYPE 9.5, WEARING COURSE MIXTURE, 2C (SPWEA240C)
6" AGGREGATE BASE, CLASS 5
GEOTEXTILE FABRIC TYPE V, NON-WOVEN
IF UNSUITABLE SUBGRADE DISCOVERED, ADDITIONAL EXCAVATION AND
ADDITIONAL AGGREGATE BASE, CLASS 5, AS DIRECTED BY THE ENGINEER
8'
0.5'
0.5'
0.02'/FT
BITUMINOUS TRAIL TYPICAL SECTION
EXISTING AGGREGATE BASE
TYPICAL COURT PAVEMENT SECTIONHNOT TO SCALE
1' TYP.
3" BITUMINOUS WEAR COURSE, SP 9.5 SPWEA240C
INSTALL IN TWO 1.5" LIFTS
2 COLOR SURFACE FINISH SYSTEM
WITH BITUMINOUS LEVELING COURSE
J NOT TO SCALE
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
W A S
P R E P A
R E D
B Y
M E
O R
U N D E R
M Y
D I R E C T
S U P E R V I S I O N
I
H E R
E B
Y
C E R T I F Y
T H A T
T H I S
P L A N ,
S P E C I F I C A T I O N ,
O R
R E P O R T
A N D
T H A T
I
A M
A
D U L Y
L I C E N S E D
U N D E R
T H E
L A W S
O F
T H E
S T A T E
O F
P R I N T
N A M E :
S I G N
A T U R E :
D A T E :
L I C .
N O .
REVISION
CHECKED
P l o t
D a t e :
0 3 /1 2 /2 0 2 0
-
6 :1 7 p m
D r a w i n g
n a m e :
V :\1 9 3 8 \a c t i v e \1 9 3 8 0 4 8 9 4 \C A D \D w g \P L A N S H E E T S \1 9 3 8 0 4 8 9 4 _C 8 0 1 .d w g
X r e f s :,
1 9 3 8 0 4 8 9 4 _B R D R
T H E
C O N T R A C T O R
S H A L L
V E R I F Y
A N D
B E
R E S P O N S I B L E
F O R
A L L
D I M E N S I O N S .
D O
N O T
S C A L E
T H E
D R A W I N G
-
A N Y
E R R O R S
O R
O M I S S I O N S
S H A L L
B E
R E P O R T E D
T O
S T A N T E C
W I T H O U T
D E L A Y .
T H E
C O P Y R I G H T S
T O
A L L
D E S I G N S
A N D
D R A W I N G S
A R E
T H E
P R O P E R T Y
O F
S T A N T E C .
R E P R O D U C T I O N
O R
U S E
F O R
A N Y
P U R P O S E
O T H E R
T H A N
T H A T
A U T H O R I Z E D
B Y
S T A N T E C
I S
F O R B I D D E N .
C I T Y
O F
N E W
H O P E ,
M N
2 0 2 0
P A R K
I M P R O V E M E N T S
193804894
C I T Y
P R O J
E C T
1 0 4 6
KY
ACD
P R O F E S S I O N A L
E N G I N E E R
M I N N E S O T A .
D A N
B O Y U M
2 3 4 5 1
7 3 3
M a r q u e t t e
A v e n u e
S u i t e
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M i n n e a p o l i s
M N
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w w w .s t a n t e c .c o m
N W O O D
P B A K E T B A L L
C O U R T
C O N S T R U C T I O N
D E T A I L S
C8.03
THIS RECORD DRAWING IS A COMPILATION OF A COPY OF THE SEALED (ENGINEERING/
ARCHITECTURAL/ LANDSCAPE ARCHITECTURAL) DRAWING FOR THIS PROJECT; MODIFIED BY ADDENDA,
CHANGE ORDERS, FIELD MEASUREMENTS, AND INFORMATION FURNISHED BY THE CONTRACTOR. THE
INFORMATION SHOWN ON THE RECORD DRAWINGS THAT WAS PROVIDED BY THE CONTRACTOR OR
OTHERS NOT ASSOCIATED WITH THE DESIGN PROFESSIONAL CANNOT BE VERIFIED FOR ACCURACY OR
COMPLETENESS. THE ORIGINAL SEALED DRAWINGS ARE ON FILE AT THE OFFICES OF STANTEC.
DATE: ( ) COMPLETED BY: ( ).
CONTRACTOR:
RECORD PLAN
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000 Minneapolis MN 55402
April 20, 2020
Honorable Mayor and City Council
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Re:2020 Park Improvements: Begin Playground & Northwood Basketball Court
City Project No. 1040, 1046
Stantec Project No. 193804894/193804895
Bid Results
Dear Honorable Mayor and City Council:
Bids were opened for the 2020 Park Improvements: Begin Playground & Northwood Basketball Court Project
on April 16, 2020. Transmitted herewith is a copy of the Bid Tabulation for your information and file. Copies will
also be distributed to each Bidder once the Project has been awarded.
There was a total of 8 Bids. The following summarizes the results of the Bids received:
Contractor
Total
Base Bid
Alt. 1 -
Hydroseed
Alt. 2 -
Concrete
Bench Pads
Alt. 3 –
Wood Fiber
Mulch
Alt. 4 –
Widen
Basketball
Court
Low Dunaway Construction $125,797.50 -$1,170.00 $1,537.00 $13,645.00 $12,564.75
#2 Omann Contracting Co., Inc.$127,267.00 -$1,495.00 $1,860.00 $12,020.00 $12,230.00
#3 Pember Companies, Inc.$132,075.00 -$3,672.50 $1,292.50 $11,003.50 $14,400.00
#4 K.A. Witt Construction, Inc.$134,973.83 -$487.50 $3,555.00 $15,110.00 $14,740.00
#5 Bituminous Roadways, Inc.$139,185.00 -$1,950.00 $1,450.00 $15,880.00 $9,620.00
#6 Construction Results Corp.$144,443.50 -$910.00 $4,350.00 $9,330.00 $12,430.00
#7 Blackstone Contractors, LLC $151,145.00 -$1,625.00 $2,490.00 $13,723.75 $16,725.00
#8 Albrecht Enterprises, LLC dba
Albrecht Co.
$189,815.00 -$1,300.00 $2,880.00 $16,325.00 $15,275.00
The low Bidder on the Project was Dunaway Construction with a Total Base Bid Amount of $125,797.50. This
compares to the Engineer’s Opinion of Probable Costs of $135,018.95. Staff has reviewed Alternate Bids and
compared them to pricing from Flagship Recreation as well as the overall Budget. Based on that review,
Staff is recommending proceeding with Alternate 2 – Concrete Bench Pads at this time.
If the City Council wishes to award the Project to the Total Base Bid and Alternate 2, then Dunaway
Construction should be awarded the Project based on the Adjusted Total Base Bid Amount of $127,334.50.
Should you have any questions, please feel free to contact me.
Sincerely,
STANTEC CONSULTING SERVICES INC.
Dan Boyum, P.E.
Enclosure
Project Name:
City Project No.:Stantec Project No.:
Bid Opening:Owner:
Dan D. Boyum, PE
License No. 23451
BID TABULATION
Item
Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total
BASE BID:
PART 1: BEGIN PLAYGROUND IMPROVEMENTS
1 MOBILIZATION LS 1 $5,500.00 $5,500.00 $5,500.00 $5,500.00 $11,615.00 $11,615.00 $3,417.83 $3,417.83
2 REMOVE BITUMINOUS PAVEMENT SY 12 $80.00 $960.00 $25.00 $300.00 $25.00 $300.00 $50.00 $600.00
3 REMOVE EX. PLAY CONTAINER CURB LF 300 $9.00 $2,700.00 $8.00 $2,400.00 $5.50 $1,650.00 $6.00 $1,800.00
4 REMOVE EX. CONCRETE SIDEWALK SY 150 $8.00 $1,200.00 $12.00 $1,800.00 $15.00 $2,250.00 $10.00 $1,500.00
5 SALVAGE EX. BENCH EA 1 $300.00 $300.00 $200.00 $200.00 $75.00 $75.00 $200.00 $200.00
6 SALVAGE EX. TRASH CONTAINER EA 1 $300.00 $300.00 $200.00 $200.00 $75.00 $75.00 $200.00 $200.00
7 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 40 $40.00 $1,600.00 $60.00 $2,400.00 $36.00 $1,440.00 $94.00 $3,760.00
8 COMMON EXCAVATION (CV)CY 150 $36.00 $5,400.00 $50.00 $7,500.00 $53.00 $7,950.00 $54.00 $8,100.00
9 GEOTEXTILE FABRIC SY 100 $3.00 $300.00 $5.00 $500.00 $3.00 $300.00 $4.00 $400.00
10 PLACE SALVAGED SELECT GRANULAR BORROW CY 180 $16.00 $2,880.00 $20.00 $3,600.00 $18.00 $3,240.00 $19.00 $3,420.00
11 SELECT GRANULAR BORROW TN 5 $50.00 $250.00 $50.00 $250.00 $30.00 $150.00 $50.00 $250.00
12 AGGREGATE BASE, CLASS 5 (PLAYGROUND RAMPS)TN 15 $50.00 $750.00 $50.00 $750.00 $32.00 $480.00 $45.50 $682.50
13 AGGREGATE BASE, CLASS 5 TN 40 $50.00 $2,000.00 $50.00 $2,000.00 $32.00 $1,280.00 $45.50 $1,820.00
14 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,B)TN 3 $300.00 $900.00 $500.00 $1,500.00 $400.00 $1,200.00 $690.00 $2,070.00
15 4" CONCRETE SIDEWALK RAMP - PLAYGROUND SF 50 $8.20 $410.00 $10.00 $500.00 $6.25 $312.50 $33.25 $1,662.50
16 4" CONCRETE SIDEWALK SF 860 $6.10 $5,246.00 $8.00 $6,880.00 $5.00 $4,300.00 $6.75 $5,805.00
17 6" CONCRETE PEDESTRIAN RAMP SF 30 $11.90 $357.00 $15.00 $450.00 $7.60 $228.00 $22.75 $682.50
18 TRUNCATED DOMES SF 16 $70.00 $1,120.00 $100.00 $1,600.00 $54.00 $864.00 $74.00 $1,184.00
19 CONCRETE PLAYGROUND CURB LF 300 $34.55 $10,365.00 $39.50 $11,850.00 $31.25 $9,375.00 $43.00 $12,900.00
20 4" PVC NON-PERFORATED DRAIN TILE LF 15 $40.00 $600.00 $30.00 $450.00 $22.00 $330.00 $120.00 $1,800.00
21 4" PVC PERFORATED DRAIN TILE, WITH SOCK LF 60 $40.00 $2,400.00 $30.00 $1,800.00 $22.00 $1,320.00 $40.00 $2,400.00
22 4" PVC DRAIN TILE CLEANOUT EA 2 $150.00 $300.00 $300.00 $600.00 $220.00 $440.00 $500.00 $1,000.00
23 CONNECT DRAINTILE TO STRUCTURE (CORE DRILL)EA 1 $500.00 $500.00 $1,000.00 $1,000.00 $660.00 $660.00 $1,500.00 $1,500.00
24 TEMPORARY CONSTRUCTION ENTRANCE EA 1 $500.00 $500.00 $1,000.00 $1,000.00 $875.00 $875.00 $4,000.00 $4,000.00
25 INLET PROTECTION EA 2 $250.00 $500.00 $120.00 $240.00 $120.00 $240.00 $600.00 $1,200.00
26 SILT FENCE, TYPE MACHINE SLICED LF 150 $5.00 $750.00 $3.00 $450.00 $3.15 $472.50 $3.00 $450.00
27 STREET SWEEPER (W/PICKUP BROOM)HR 4 $150.00 $600.00 $125.00 $500.00 $135.00 $540.00 $180.00 $720.00
28 LOAM TOPSOIL BORROW (LV)CY 100 $48.00 $4,800.00 $50.00 $5,000.00 $66.00 $6,600.00 $56.50 $5,650.00
29 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY 650 $6.80 $4,420.00 $4.50 $2,925.00 $9.30 $6,045.00 $4.00 $2,600.00
TOTAL PART 1:$57,908.00 $64,145.00 $64,607.00 $71,774.33
PART 2: NORTHWOOD BASKETBALL COURT IMPROVEMENTS
30 MOBILIZATION LS 1 $7,500.00 $7,500.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00 $3,009.50 $3,009.50
31 REMOVE BITUMINOUS PAVEMENT SY 40 $50.00 $2,000.00 $12.00 $480.00 $34.00 $1,360.00 $15.00 $600.00
32 REMOVE EX. CONCRETE SIDEWALK SY 5 $50.00 $250.00 $100.00 $500.00 $16.00 $80.00 $40.00 $200.00
33 SALVAGE EX. BENCH EA 1 $300.00 $300.00 $200.00 $200.00 $75.00 $75.00 $300.00 $300.00
34 SALVAGE EX. TRASH CONTAINER EA 1 $300.00 $300.00 $200.00 $200.00 $75.00 $75.00 $200.00 $200.00
35 REMOVE EX. BASKETBALL HOOP EA 2 $450.00 $900.00 $500.00 $1,000.00 $350.00 $700.00 $600.00 $1,200.00
36 RECLAIM AND SHAPE EXISTING BITUMINOUS PAVEMENT SY 520 $15.00 $7,800.00 $12.50 $6,500.00 $11.00 $5,720.00 $13.75 $7,150.00
37 SILT FENCE, TYPE MACHINE SLICED LF 200 $5.00 $1,000.00 $3.00 $600.00 $3.15 $630.00 $3.00 $600.00
38 GEOTEXTILE FABRIC SY 40 $5.00 $200.00 $5.00 $200.00 $3.50 $140.00 $4.00 $160.00
39 AGGREGATE BASE, CLASS 5 TN 80 $50.00 $4,000.00 $25.00 $2,000.00 $29.50 $2,360.00 $45.50 $3,640.00
40 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C)TN 110 $124.65 $13,711.50 $175.00 $19,250.00 $136.00 $14,960.00 $170.00 $18,700.00
41 COURT COLORING/STRIPING SY 560 $12.00 $6,720.00 $8.70 $4,872.00 $10.30 $5,768.00 $10.00 $5,600.00
42 LOAM TOPSOIL BORROW (LV)CY 160 $48.00 $7,680.00 $50.00 $8,000.00 $52.00 $8,320.00 $50.00 $8,000.00
43 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY 960 $6.80 $6,528.00 $4.50 $4,320.00 $9.25 $8,880.00 $4.00 $3,840.00
44 BASKETBALL NEW HOOP WITH FOUNDATION LS 2 $4,500.00 $9,000.00 $5,000.00 $10,000.00 $4,200.00 $8,400.00 $5,000.00 $10,000.00
TOTAL PART 2:$67,889.50 $63,122.00 $67,468.00 $63,199.50
BASE BID SUMMARY:
TOTAL PART 1: BEGIN PLAYGROUND IMPROVEMENTS $57,908.00 $64,145.00 $64,607.00 $71,774.33
TOTAL PART 2: NORTHWOOD BASKETBALL COURT IMPROVEMENTS $67,889.50 $63,122.00 $67,468.00 $63,199.50
TOTAL BASE BID:$125,797.50 $127,267.00 $132,075.00 $134,973.83
Bidder No. 2
Omann Contracting Co., Inc.
Bidder No. 4
K.A. Witt Construction, Inc.Dunaway Construction Pember Companies, Inc.
Bidder No. 1 Bidder No. 3
I hereby certify that this is an exact reproduction of bids
received.
City of New Hope, Minnesota
2020 Park Improvements: Begin Playground & Northwood Basketball Court
1040, 1046
Thursday, April 16, 2020 at 10:30 A.M., CDT
193804894/193804895
193804895_Bid Tab BT-1
BID TABULATION
Item
Num Item Units Qty Unit Price Total Unit Price Total Unit Price Total Unit Price Total
Bidder No. 2
Omann Contracting Co., Inc.
Bidder No. 4
K.A. Witt Construction, Inc.Dunaway Construction Pember Companies, Inc.
Bidder No. 1 Bidder No. 3
ALTERNATE 1: HYDROMULCH RESTORATION
45 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY -650 $6.80 -$4,420.00 $4.50 -$2,925.00 $9.30 -$6,045.00 $4.00 -$2,600.00
46 HYDROMULCH WITH SEED MIXTURE 25-151 SY 650 $5.00 $3,250.00 $2.20 $1,430.00 $3.65 $2,372.50 $3.25 $2,112.50
TOTAL ALTERNATE 1: HYDROMULCH RESTORATION -$1,170.00 -$1,495.00 -$3,672.50 -$487.50
ALTERNATE 2: CONCRETE BENCH PADS
47 CONCRETE BENCH PADS SF 170 $6.10 $1,037.00 $8.00 $1,360.00 $5.25 $892.50 $11.50 $1,955.00
48 AGGREGATE BASE, CLASS 5 TN 10 $50.00 $500.00 $50.00 $500.00 $40.00 $400.00 $160.00 $1,600.00
TOTAL ALTERNATE 2: CONCRETE BENCH PADS $1,537.00 $1,860.00 $1,292.50 $3,555.00
ALTERNATE 3: FURNISH AND INSTALL ENGINEERED WOOD FIBER
MULCH
49 ENGINEERED WOOD FIBER MULCH CY 250 $40.00 $10,000.00 $37.10 $9,275.00 $30.25 $7,562.50 $40.00 $10,000.00
50 PLAYGROUND MATS EA 3 $500.00 $1,500.00 $200.00 $600.00 $575.00 $1,725.00 $750.00 $2,250.00
51 GEOTEXTILE FABRIC - PLAYGROUND SY 715 $3.00 $2,145.00 $3.00 $2,145.00 $2.40 $1,716.00 $4.00 $2,860.00
TOTAL ALTERNATE 3: FURNISH AND INSTALL ENGINEERED WOOD FIBER
MULCH
$13,645.00 $12,020.00 $11,003.50 $15,110.00
ALTERNATE 4: WIDEN BASKETBALL COURT
52 COMMON EXCAVATION (CV)CY 250 $36.00 $9,000.00 $35.00 $8,750.00 $45.00 $11,250.00 $42.00 $10,500.00
53 GEOTEXTILE FABRIC SY 65 $3.00 $195.00 $3.00 $195.00 $3.00 $195.00 $5.00 $325.00
54 AGGREGATE BASE, CLASS 5 TN 30 $50.00 $1,500.00 $25.00 $750.00 $30.50 $915.00 $45.50 $1,365.00
55 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C)TN 15 $124.65 $1,869.75 $175.00 $2,625.00 $136.00 $2,040.00 $170.00 $2,550.00
TOTAL ALTERNATE 4: WIDEN BASKETBALL COURT $12,564.75 $12,320.00 $14,400.00 $14,740.00
BID SUMMARY
TOTAL BASE BID:$125,797.50 $127,267.00 $132,075.00 $134,973.83
TOTAL ALTERNATE 1:-$1,170.00 -$1,495.00 -$3,672.50 -$487.50
TOTAL ALTERNATE 2:$1,537.00 $1,860.00 $1,292.50 $3,555.00
TOTAL ALTERNATE 3:$13,645.00 $12,020.00 $11,003.50 $15,110.00
TOTAL ALTERNATE 4:$12,564.75 $12,320.00 $14,400.00 $14,740.00
Phone:
Email:kyle@dunawayconst.com mkhoeneman@omanninc.com bpember@pembercompanies.com taylor@kawitt.com
Signed By:Kevin Dunaway Kelly Omann Brent Pember Jason Witt
Title:Owner President President President
Signed Responsible Contractor Certificate:Yes Yes Yes Yes
Bid Bond Bid Bond Bid Bond Bid Bond
1 1 1 1
952-758-2108
Omann Contracting Co., Inc.
6551 Labeaux Avenue NE
Albertville, MN 55301
K.A. Witt Construction, Inc.
1530 West 280th Street
New Prague, MN 56071
17149 Notre Dame Street
Columbus, MN 55025
Pember Companies, Inc.
Addenda Acknowledged:
Bid Security:
Contractor Name and Address:
N4449 469th Street
Menomonie, WI 54751
651-464-1985 715-235-0316763-497-8259
Dunaway Construction
193804895_Bid Tab BT-2
Project Name:
City Project No.:
Bid Opening:
BID TABULATION
Item
Num Item Units Qty
BASE BID:
PART 1: BEGIN PLAYGROUND IMPROVEMENTS
1 MOBILIZATION LS 1
2 REMOVE BITUMINOUS PAVEMENT SY 12
3 REMOVE EX. PLAY CONTAINER CURB LF 300
4 REMOVE EX. CONCRETE SIDEWALK SY 150
5 SALVAGE EX. BENCH EA 1
6 SALVAGE EX. TRASH CONTAINER EA 1
7 REMOVE AND REPLACE CONCRETE CURB & GUTTER LF 40
8 COMMON EXCAVATION (CV)CY 150
9 GEOTEXTILE FABRIC SY 100
10 PLACE SALVAGED SELECT GRANULAR BORROW CY 180
11 SELECT GRANULAR BORROW TN 5
12 AGGREGATE BASE, CLASS 5 (PLAYGROUND RAMPS)TN 15
13 AGGREGATE BASE, CLASS 5 TN 40
14 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,B)TN 3
15 4" CONCRETE SIDEWALK RAMP - PLAYGROUND SF 50
16 4" CONCRETE SIDEWALK SF 860
17 6" CONCRETE PEDESTRIAN RAMP SF 30
18 TRUNCATED DOMES SF 16
19 CONCRETE PLAYGROUND CURB LF 300
20 4" PVC NON-PERFORATED DRAIN TILE LF 15
21 4" PVC PERFORATED DRAIN TILE, WITH SOCK LF 60
22 4" PVC DRAIN TILE CLEANOUT EA 2
23 CONNECT DRAINTILE TO STRUCTURE (CORE DRILL)EA 1
24 TEMPORARY CONSTRUCTION ENTRANCE EA 1
25 INLET PROTECTION EA 2
26 SILT FENCE, TYPE MACHINE SLICED LF 150
27 STREET SWEEPER (W/PICKUP BROOM)HR 4
28 LOAM TOPSOIL BORROW (LV)CY 100
29 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY 650
TOTAL PART 1:
PART 2: NORTHWOOD BASKETBALL COURT IMPROVEMENTS
30 MOBILIZATION LS 1
31 REMOVE BITUMINOUS PAVEMENT SY 40
32 REMOVE EX. CONCRETE SIDEWALK SY 5
33 SALVAGE EX. BENCH EA 1
34 SALVAGE EX. TRASH CONTAINER EA 1
35 REMOVE EX. BASKETBALL HOOP EA 2
36 RECLAIM AND SHAPE EXISTING BITUMINOUS PAVEMENT SY 520
37 SILT FENCE, TYPE MACHINE SLICED LF 200
38 GEOTEXTILE FABRIC SY 40
39 AGGREGATE BASE, CLASS 5 TN 80
40 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C)TN 110
41 COURT COLORING/STRIPING SY 560
42 LOAM TOPSOIL BORROW (LV)CY 160
43 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY 960
44 BASKETBALL NEW HOOP WITH FOUNDATION LS 2
TOTAL PART 2:
BASE BID SUMMARY:
TOTAL PART 1: BEGIN PLAYGROUND IMPROVEMENTS
TOTAL PART 2: NORTHWOOD BASKETBALL COURT IMPROVEMENTS
TOTAL BASE BID:
2020 Park Improvements: Begin Playground & Northwood Basketball Court
1040, 1046
Thursday, April 16, 2020 at 10:30 A.M., CDT
Unit Price Total Unit Price Total Unit Price Total Unit Price Total
$8,800.00 $8,800.00 $5,700.00 $5,700.00 $13,500.00 $13,500.00 $4,550.00 $4,550.00
$46.00 $552.00 $17.50 $210.00 $40.00 $480.00 $20.00 $240.00
$8.00 $2,400.00 $7.00 $2,100.00 $5.00 $1,500.00 $7.50 $2,250.00
$12.00 $1,800.00 $5.00 $750.00 $20.00 $3,000.00 $30.00 $4,500.00
$275.00 $275.00 $100.00 $100.00 $250.00 $250.00 $500.00 $500.00
$275.00 $275.00 $200.00 $200.00 $250.00 $250.00 $500.00 $500.00
$45.00 $1,800.00 $75.00 $3,000.00 $59.00 $2,360.00 $100.00 $4,000.00
$26.00 $3,900.00 $34.50 $5,175.00 $48.00 $7,200.00 $40.00 $6,000.00
$6.00 $600.00 $7.00 $700.00 $3.00 $300.00 $5.00 $500.00
$15.00 $2,700.00 $9.50 $1,710.00 $20.00 $3,600.00 $20.00 $3,600.00
$110.00 $550.00 $33.00 $165.00 $95.00 $475.00 $40.00 $200.00
$32.00 $480.00 $29.00 $435.00 $50.00 $750.00 $50.00 $750.00
$32.00 $1,280.00 $30.00 $1,200.00 $45.00 $1,800.00 $50.00 $2,000.00
$450.00 $1,350.00 $319.00 $957.00 $350.00 $1,050.00 $1,000.00 $3,000.00
$9.00 $450.00 $22.00 $1,100.00 $10.00 $500.00 $40.00 $2,000.00
$6.80 $5,848.00 $10.50 $9,030.00 $7.00 $6,020.00 $14.00 $12,040.00
$15.00 $450.00 $22.00 $660.00 $14.00 $420.00 $200.00 $6,000.00
$80.00 $1,280.00 $65.00 $1,040.00 $80.00 $1,280.00 $60.00 $960.00
$38.00 $11,400.00 $64.00 $19,200.00 $40.00 $12,000.00 $70.00 $21,000.00
$45.00 $675.00 $52.50 $787.50 $20.00 $300.00 $30.00 $450.00
$30.00 $1,800.00 $48.75 $2,925.00 $20.00 $1,200.00 $30.00 $1,800.00
$700.00 $1,400.00 $490.00 $980.00 $465.00 $930.00 $250.00 $500.00
$600.00 $600.00 $990.00 $990.00 $1,000.00 $1,000.00 $1,000.00 $1,000.00
$3,400.00 $3,400.00 $1,500.00 $1,500.00 $1,000.00 $1,000.00 $3,500.00 $3,500.00
$165.00 $330.00 $375.00 $750.00 $200.00 $400.00 $500.00 $1,000.00
$5.50 $825.00 $7.00 $1,050.00 $5.00 $750.00 $5.00 $750.00
$185.00 $740.00 $350.00 $1,400.00 $170.00 $680.00 $200.00 $800.00
$76.00 $7,600.00 $41.00 $4,100.00 $45.00 $4,500.00 $50.00 $5,000.00
$9.00 $5,850.00 $7.90 $5,135.00 $10.00 $6,500.00 $10.00 $6,500.00
$69,410.00 $73,049.50 $73,995.00 $95,890.00
$8,200.00 $8,200.00 $6,500.00 $6,500.00 $15,000.00 $15,000.00 $4,475.00 $4,475.00
$19.00 $760.00 $18.00 $720.00 $20.00 $800.00 $20.00 $800.00
$37.00 $185.00 $95.00 $475.00 $20.00 $100.00 $30.00 $150.00
$185.00 $185.00 $175.00 $175.00 $250.00 $250.00 $500.00 $500.00
$185.00 $185.00 $250.00 $250.00 $250.00 $250.00 $500.00 $500.00
$1,000.00 $2,000.00 $350.00 $700.00 $685.00 $1,370.00 $1,000.00 $2,000.00
$12.00 $6,240.00 $27.00 $14,040.00 $10.00 $5,200.00 $40.00 $20,800.00
$5.00 $1,000.00 $7.00 $1,400.00 $5.00 $1,000.00 $5.00 $1,000.00
$6.00 $240.00 $7.00 $280.00 $3.00 $120.00 $5.00 $200.00
$26.00 $2,080.00 $40.00 $3,200.00 $45.00 $3,600.00 $50.00 $4,000.00
$130.00 $14,300.00 $145.00 $15,950.00 $150.00 $16,500.00 $230.00 $25,300.00
$9.00 $5,040.00 $9.50 $5,320.00 $11.00 $6,160.00 $10.00 $5,600.00
$67.00 $10,720.00 $41.00 $6,560.00 $45.00 $7,200.00 $50.00 $8,000.00
$9.00 $8,640.00 $7.90 $7,584.00 $10.00 $9,600.00 $10.00 $9,600.00
$5,000.00 $10,000.00 $4,120.00 $8,240.00 $5,000.00 $10,000.00 $5,500.00 $11,000.00
$69,775.00 $71,394.00 $77,150.00 $93,925.00
$69,410.00 $73,049.50 $73,995.00 $95,890.00
$69,775.00 $71,394.00 $77,150.00 $93,925.00
$139,185.00 $144,443.50 $151,145.00 $189,815.00
Bidder No. 8
Albrecht Enterprises, LLC dba
Albrecht Company
Bidder No. 7
Blackstone Contractors, LLC
Bidder No. 6
Construction Results Corporation
Bidder No. 5
Bituminous Roadways, Inc.
193804895_Bid Tab BT-3
BID TABULATION
Item
Num Item Units Qty
ALTERNATE 1: HYDROMULCH RESTORATION
45 EROSION CONTROL COMPOST BLANKET BLOWN W/ MNDOT 25-151
SEED
SY -650
46 HYDROMULCH WITH SEED MIXTURE 25-151 SY 650
TOTAL ALTERNATE 1: HYDROMULCH RESTORATION
ALTERNATE 2: CONCRETE BENCH PADS
47 CONCRETE BENCH PADS SF 170
48 AGGREGATE BASE, CLASS 5 TN 10
TOTAL ALTERNATE 2: CONCRETE BENCH PADS
ALTERNATE 3: FURNISH AND INSTALL ENGINEERED WOOD FIBER
MULCH
49 ENGINEERED WOOD FIBER MULCH CY 250
50 PLAYGROUND MATS EA 3
51 GEOTEXTILE FABRIC - PLAYGROUND SY 715
TOTAL ALTERNATE 3: FURNISH AND INSTALL ENGINEERED WOOD FIBER
MULCH
ALTERNATE 4: WIDEN BASKETBALL COURT
52 COMMON EXCAVATION (CV)CY 250
53 GEOTEXTILE FABRIC SY 65
54 AGGREGATE BASE, CLASS 5 TN 30
55 TYPE S.P. 9.5 BITUMINOUS WEARING MIXTURE (2,C)TN 15
TOTAL ALTERNATE 4: WIDEN BASKETBALL COURT
BID SUMMARY
TOTAL BASE BID:
TOTAL ALTERNATE 1:
TOTAL ALTERNATE 2:
TOTAL ALTERNATE 3:
TOTAL ALTERNATE 4:
Phone:
Email:
Signed By:
Title:
Signed Responsible Contractor Certificate:
Addenda Acknowledged:
Bid Security:
Contractor Name and Address:
Unit Price Total Unit Price Total Unit Price Total Unit Price Total
Bidder No. 8
Albrecht Enterprises, LLC dba
Albrecht Company
Bidder No. 7
Blackstone Contractors, LLC
Bidder No. 6
Construction Results Corporation
Bidder No. 5
Bituminous Roadways, Inc.
$9.00 -$5,850.00 $7.90 -$5,135.00 $10.00 -$6,500.00 $10.00 -$6,500.00
$6.00 $3,900.00 $6.50 $4,225.00 $7.50 $4,875.00 $8.00 $5,200.00
-$1,950.00 -$910.00 -$1,625.00 -$1,300.00
$7.00 $1,190.00 $22.00 $3,740.00 $12.00 $2,040.00 $14.00 $2,380.00
$26.00 $260.00 $61.00 $610.00 $45.00 $450.00 $50.00 $500.00
$1,450.00 $4,350.00 $2,490.00 $2,880.00
$50.00 $12,500.00 $19.00 $4,750.00 $42.00 $10,500.00 $45.00 $11,250.00
$650.00 $1,950.00 $335.00 $1,005.00 $300.00 $900.00 $500.00 $1,500.00
$2.00 $1,430.00 $5.00 $3,575.00 $3.25 $2,323.75 $5.00 $3,575.00
$15,880.00 $9,330.00 $13,723.75 $16,325.00
$26.00 $6,500.00 $35.00 $8,750.00 $50.00 $12,500.00 $40.00 $10,000.00
$6.00 $390.00 $7.00 $455.00 $5.00 $325.00 $5.00 $325.00
$26.00 $780.00 $35.00 $1,050.00 $60.00 $1,800.00 $50.00 $1,500.00
$130.00 $1,950.00 $145.00 $2,175.00 $140.00 $2,100.00 $230.00 $3,450.00
$9,620.00 $12,430.00 $16,725.00 $15,275.00
$139,185.00 $144,443.50 $151,145.00 $189,815.00
-$1,950.00 -$910.00 -$1,625.00 -$1,300.00
$1,450.00 $4,350.00 $2,490.00 $2,880.00
$15,880.00 $9,330.00 $13,723.75 $16,325.00
$9,620.00 $12,430.00 $16,725.00 $15,275.00
info@bitroads.com john.snyder@constructionresults.com brooks@blackstonecontractorsllc.com matt@albrechtcompany.com
Pam Hague Mike Luurtsema Bruce Karvonen Matt Johnson
Secretary President Vice President General Manager
Yes Yes Yes Yes
Bid Bond Bid Bond Bid Bond Bid Bond
1 1 1 1
763-291-7728
Albrecht Enterprises,
LLC dba Albrecht Company
1408 County Road C W
Roseville, MN 55113
651-633-4510
Blackstone Contractors, LLC
9520 County Road 19, Suite D
Loretto, MN 55357
651-686-7001
Construction Results Corporation
5465 Hwy 169 N
Plymouth, MN 55442
763-559-1100
Bituminous Roadways, Inc.
1520 Commerce Drive
Mendota Heights, MN 55120
193804895_Bid Tab BT-4
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I:\RFA\P&R\PARKS\2020\#1040 - Begin Park\Approve Equipment\Q&R - Begin Park playground equipment approval.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution awarding contracts with Flagship Recreation and Landscape Structures for $111,852.12 for
playground equipment, engineered wood fiber, a picnic table with shade structure and installation at Begin
Park (Improvement Project No. 1040)
Requested Action
Staff recommends that the City Council award the contract and authorize the appropriation of funds in the
amount of $111,852.12 for the purchase and installation of playground equipment, playground mats,
geotextile fabric, engineered wood fiber, picnic table and sun shade at Begin Park, located at 5407 Wisconsin
Avenue North (improvement project no. 1040) through Flagship Recreation and Landscape Structures.
On March 23, 2020, the City Council approved the plans and specifications for the project and authorized the
advertisement for bids for the site work portion of the project.
The equipment purchase would be through Landscape Structures for $68,152.70 and the installation of the
equipment, geo textile fabric, rubber wear mats and engineered wood fiber would be through Flagship
Recreation for $43,699.42. Landscape Structures and Flagship Recreation are both on the state bid list for the
equipment and installation.
Background
The playground equipment at Begin Park is currently the oldest playground in the New Hope parks system.
It was last replaced in 1996 and was repainted in 2010. In November 2019, a mailing was sent to area
residents to gather some initial information on what they would like to see included in the new playground.
This process has worked well in the past and staff appreciates the input from the neighbors.
A committee made up of representatives from Flagship Recreation, Council, CAC Commissioners and staff
from Stantec and the city met on February 19, 2020 to view plans that were designed based on the resident
surveys, park size and budget. After discussion, the plans were modified and then reviewed at the second
committee meeting on February 27, 2020. Several residents who had expressed interest in being on the
committee were invited to both meetings, but did not attend. Staff did share the equipment plan with them
via email and asked for color input. Staff will bring the final equipment plan forward for Council approval in
April.
The site work portion of the playground project was bid separately and includes replacement of the
playground container, entrance ramp, replacement of the sidewalk and concrete pads for benches and a
picnic table.
As has been discussed previously with Council, in 2011 staff started using a playground vendor who had a
program to refurbish equipment. Landscape Structures, currently represented by Flagship Recreation, was
Agenda Section
Development &
Planning
Item Number
8.4
Request for Action, Page 2
the only playground equipment company to offer a program and they are also listed on the State of
Minnesota Cooperative Purchasing Venture. In the long-term, using Landscapes Structures will enable staff
to update a playground by re-using and updating some pieces of equipment or structure posts rather than
replacing the entire playground structure. This only works with playgrounds that have existing Landscape
Structures playgrounds.
Begin Park will be the first playground replacement project that can incorporate the refurbish component. As
part of the process, staff from Flagship Recreation does a thorough analysis of the current equipment to see if
any can be reused within the new project. As part of this project $24,097 worth of equipment will be reused,
including several posts, some decking and some slides.
Funding
Funding is available in the Park Infrastructure Fund, which is levy funded each year. This project is included
in the 2020 CIP and the 2020 Park Infrastructure budget as shared with the Council during 2019 CIP planning
meetings and 2020 Budget meetings. The amount budgeted for the project is $200,000.
Similar to previous projects, public works staff will remove portions of the old play equipment and the
necessary sand. In addition, staff will order and install new benches and a new park sign. Having these
completed by staff will save funds in the Park Infrastructure Fund.
The funding for the purchase and installation of playground equipment submitted by Flagship Recreation
and Landscape Structures is $111,852.12 for equipment and installation, including engineered wood fiber,
geotextile fabric, playground mats, picnic table and sun shade.
In April, staff also applied for a 2020 Hennepin Youth Sports Program Playground grant for $25,000, which
could reduce the funding needed from the Park Infrastructure Fund. In 2017 and 2018, the City received
$25,000 grant awards for the Fred Sims Park and Sunnyside Park playground projects, so a third grant may
be optimistic.
Attachments
Resolution
Pictures of current equipment
View of proposed playground
Quote from Landscape Structures for equipment ($68,152.70)
Quote from Flagship Recreation for installation, playground mats, engineered wood fiber and geotextile
fabric ($43,699.42)
2020 CIP list
City of New Hope
Resolution No. 2020-
Resolution awarding contracts with Flagship Recreation and Landscape Structures for $111,852.12
for playground equipment, engineered wood fiber, a picnic table with shade structure
and installation at Begin Park (Improvement Project No. 1040)
WHEREAS, the current playground at Begin Park is approximately 24 years old and ready to be replaced;
and,
WHEREAS, staff sent a survey to area residents asking for their input for the new area and inviting then to
be a part of the planning committee; and,
WHEREAS, a planning committee comprised of Citizen Advisory Commissioners, City Council, city
engineers and city staff met to develop plans to meet the needs at Begin Park; and,
WHEREAS, the city engineer has prepared plans, specifications, and contract terms for the work; and,
WHEREAS, the bid through the state cooperative purchasing agreement for playground equipment,
engineered wood fiber, geotextile fabric, playground mats, a picnic table with shade structure
and installation at Begin Park by Flagship Recreation and Landscape Structures is $111,852.12;
and,
WHEREAS, the planning committee has recommended that City Council award the contract to Flagship
Recreation/Landscape Structures; and,
WHEREAS, the funding source for the contract is the Park Infrastructure Fund.
NOW, THEREFORE, BE IT RESOLVED the City Council of the city of New Hope, Minnesota approves
entering into a contract for playground equipment, engineered wood fiber, geotextile fabric, playground
mats, a picnic table with shade structure and installation at Begin Park with Flagship Recreation and
Landscape Structures for $111,852.12.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 27th day of April,
2020.
Mayor
Attest:
City Clerk
Existing playground
equipment
Date
Expires
Quote:
Contact:
Phone:
Email:
Ship To:Please Make PO's & Contracts Out To:
Begin Park
5407 Wisconsin Avenue N
New Hope, MN 55428
Bill To:Please Remit Payment To:
QTY ITEM #UNIT PRICE EXT. PRICE
1 $20,098.50
1 $500.00
2 $1,050.00
1 $2,393.70
1 $5,050.00
6,435 $2,437.26
7 $1,438.72
250 $10,731.25
Subtotal $43,699.42
Freight $0.00
Sales Tax Tax Exempt Cert
Total $43,699.42
tax-exempt certificate is provided at the time of order entry. Customer deposits, if required, must be received before orders will be entered & installation
scheduled. Purchases in excess of $1,000.00 must be supported by a formal Purchase Order made out to Flagship Recreation, Inc.
Minnesota State Contract #119795
*Terms: Net 30 days; 1.5% finance charge on balances over 30 days
Page 1 of 2
Quotes from Flagship Recreatoin, Inc. are subject to current Flagship Recreation, Inc. policies as well as Terms & Conditions, Inclusions & Exclusions
outlined below unless noted otherwise on this quote. Changes are subject to price adjustment. Sales tax, if applicable, will be applied unless a
Refinishing Decks & Components Being Reused
Engineered Wood Fiber (CY) - IPEMA Certified Playground Surfacing
Rubber Wear Mats
Dumpster (disposal of packaging material & construction debris)
Installation by Landacape Structures Certified Installers
Mobilization
Removal of Existing Equiment Being Reused
Geo Textile Fabric (Sq. Ft.)
We are pleased to submit this proposal to supply the following products/services:
3/17/2020
6/15/2020
City of New Hope
Steve Ellingson
763-531-5100
sellingson@newhopemn.gov
Description
Flagship Recreation
11123 Upper 33rd St. N
Lake Elmo, MN 55042
City of New Hope Flagship Recreation
4401 Xylon Ave N 11123 Upper 33rd St. N
New Hope, MN 55428 Lake Elmo, MN 55042
Terms & Conditions
- Bonding of Any Type
Please note, quotes including installation are based on site access and site conditions that have been conveyed to Flagship
Recreation by the owner/owner's representative and based on ideal conditions required to complete the project as quoted.
Accepted By (Print)
Email:
Purchase Amount:
Title:Phone:
Date: $43,699.42
- Private Utility Locates (irrigation, low voltage, lighting, etc.)
- Additional Labor Due to Site Access. Require 8' Wide Clearance from Staging Area to Play Space.
- Additional Labor and/or Related Costs Due to Subsurface Conditions (Rock, Hardpan, Heavy Clay, Ground Water, etc.)
- Additional Labor and/or Related Costs Due to Working in Unstable Soils (Sand, Pea Rock, Mud, Poor Site Drainage, etc.)
- Offsite Removal of Spoils From Footing Holes or Other Excavation. Can be stockpiled for owner removal or left in play space
- Disposal of Packing Material. Can be Stockpiled for Owner Removal or Deposited in Owners Onsite Dumpster
Exclusions (Unless Specifically Quoted):
- Accepting & Unloading of Order Prior to Installation
- Storage or Security of Equipment
- Standard Insurance Offer (Detail Provided Upon Request)
Page 2 of 2
the progress or completion of the project as quoted will result in additional charges.
Acceptance of Quotation:
Steve Ellingson PO#:
Signature:sellingson@newhopemn.gov
- Removal of Existing Play Equipment, Border or Safety Surfacing Material
- Site Work of Any Kind. Exclusions include, site grading (owner to provide max slope of 1%), site restoration, drainage, etc.
- Border for Play Space
- Permits of Any Kind
Unless addressed prior to the installation quote being issued or specifically documented herein, any issues encountered that impede
- Standard Warranty Offer (Detail Provided Upon Request)
- Standard Wage Rates
- Unpacking of Play Equipment
- Assembly of Play Equipment
- Placing, Digging or Surface Mounting Equipment (as specificed)
- Concrete for Play Equipment Footings
Project Scope (This Section For Quotes Including Installation)
Inclusions:
- One Mobilization
- Public Utility Locates
completed after this date are subject to price change.
Responsibility: Flagshi Recreation shall be repsonsible for any loss or damage to merchandise until delivered to Buyer at F.O.B
destination point. Buyer is responsible for loss or damage thereafter.
Inspection: Merchandise shall be subject to Buyer's inspection within a reasonable time after the arrival at the ultimate destination.
Upon inspection, it is the Buyer's responsibility to notify Flagship Recreation if merchandise does not meet requirements of the order.
Contract: Seller's Copy of signed quote represents the contract between Seller and Buyer. This form supercedes all previous
communications and negotiations and constitutes the entire agreement between the parties. Any changes to this contract
are not binding unless jointly agreed in writing via Change Order.
Quantity: The quantity of merchandise and/or material to be delivered and/or installed shall not vary from the amount specified
unless a different amount is first agreed to via Change Order. Changes are subject to price adjustment.
Pricing: Pricing is F.O.B factory. Current year pricing is honored on contracts completed prior to December 3, 2020. Contracts
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I:\RFA\City Manager\2020\12.1 Q - Upcoming Events.docx
Request for Action
April 27, 2020
Approved by: Kirk McDonald, City Manager
Originating Department: City Manager
By: Kirk McDonald, City Manager
Agenda Title
Exchange of communication between members of the city council
Upcoming meetings and events:
April 28 7 p.m. – Personnel Board Meeting/Community Development Office Specialist Applicant
Interviews (conducted via Webex)
May 4 No Planning Commission Meeting
May 4-7 Virtual Bike Rodeo. Complete details are available on the New Hope Parks & Recreation
Facebook Page (https://www.facebook.com/newhoperecreation/)
May 6 Business Network Group Meeting (conducted via Zoom, meeting details will be sent to
group prior to meeting)
1:30 p.m. – Joint Water Commission Meeting (virtual)
May 11 7:00 p.m. – City Council meeting
Agenda Section
Other Business
Item Number
12.1