111323 City Council Meeting Packet
NEW HOPE CITY COUNCIL
MEETING AGENDA
November 13, 2023
7:00 p.m.
City Hall – Council Chambers
4401 Xylon Avenue North
Mayor Kathi Hemken
Council Member John Elder
Council Member Andy Hoffe
Council Member Michael Isenberg
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 2023
CITY COUNCIL MEETING
City Hall, 4401 Xylon Avenue North
November 13, 2023
7:00 p.m.
1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE – November 13, 2023
2. ROLL CALL
3. APPROVAL OF MINUTES:
• Work Session Minutes – October 16, 2023
• Regular Meeting Minutes – October 23, 2023
4. OPEN FORUM
5. PRESENTATIONS
5.1 Resolution approving agreement with Home Free for the 2024 Domestic Assault
Intervention Project
6. CONSENT BUSINESS
6.1 Approval of business licenses
6.2 Approval of financial claims through November 13, 2023
6.4 Resolution reaffirming the City of New Hope’s commitment to Beyond the Yellow
Ribbon program
6.5 Resolution authorizing execution of Joint Water Commission wholesale agreement with
Minneapolis
6.6 Resolution approving Change Order No. 1 for $26,250.60 with GMH Asphalt
Corporation for the 42nd Avenue Infrastructure Improvements (Project No. 1029)
7. PUBLIC HEARING
7.1 Appearance by licensees regarding liquor compliance check failures
7.2 Resolution adopting assessments for improvement project no. 1054 (2021 Infrastructure
Improvement Project)
8. DEVELOPMENT AND PLANNING
8.1 Resolution approving plans and specifications and authorizing bids for Phase 2
Improvements at the Public Works Facility (Improvement Project No. 1106)
9. PETITIONS AND REQUESTS
10. ORDINANCES AND RESOLUTIONS
10.1 Resolution calling for a closed meeting of the New Hope City Council authorized by
Minn. Stat §13D.05, Subd. 3(b) to discuss and consider settlement strategies in PFAS
Class Action Lawsuits
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: Reece Bertholf, City Manager
Date: November 9, 2023
Subject: Agenda Items for Monday, November 13, 2023
Open Forum
We are not aware of anyone wishing to address Council for the Open Forum. Cub Scout Pack 577,
comprised of fifth graders, will be in attendance to observe part of the council meeting. Mayor Hemken will
meet with the scouts prior to the meeting.
Item 5.1
This is an agreement with Home Free for the 2024 Domestic Assault Intervention Project for $36,900
which is the same funding level as last year. Home Free provides 24‐hour emergency housing and
advocacy services for victims of domestic violence. The 2024 budget contains funds for this program.
Ms. Elsa Swenson of Home Free will provide an update to Council. I recommend approval.
Consent agenda – the consent agenda is utilized to approve routine or non‐controversial items. These
items may be approved by one blanket motion upon unanimous consent. Any council member may
request that any item be withdrawn for separate consideration.
Item 6.1
This item approves business license requests for Aspen Video and Vending (for an amusement games
license), Jesse Gilbert/Hands of Grace (for a therapeutic massage therapist license), and Silent Ink (for a tattoo
license). All required paperwork and fees have been paid.
Item 6.2
This item involves routine financial claims.
Item 6.3
There are no new liability claims to report.
Item 6.4
This resolution reaffirms the city’s commitment to the Quad Cities Beyond The Yellow Ribbon initiative
which began in 2014. The cities of Crystal, Golden Valley, Robbinsdale, and New Hope participate in the
program to connect military service members and their families with community support and resources.
Mayor Hemken and I recommend approval.
Item 6.5
This item authorizes the Joint Water Commission to enter into an agreement with the city of Minneapolis for
the continued purchase of water. The current 20‐year contract with Minneapolis expires at the end of 2023.
Staff supports the new 20‐year agreement which uses the same process for calculating water rate
adjustments. The JWC will continue to own and maintain its facilities at the points of connection for
distribution of water to New Hope, Golden Valley and Crystal. The city manager is the city’s representative
on the JWC and adoption of the resolution authorizes the city manager to sign said agreement. Director
Weber and I recommend approval.
Item 6.6
This item approves a change order with GMH Asphalt Corporation for the 42nd Avenue infrastructure
improvements for the area between Gettysburg Avenue and Winnetka Avenue. Additional work outside the
original project scope was identified during construction which requires approval of a change order. The
items in the change order include new casting assemblies, adjustment rings, infrashield liner, and storm
sewer casting adjustments and rings. The cost of the change order is $26,250.60 of which the city will fund
$22,583.39 and the county will pay $3,667.21. The city will use MSA funds to pay for its portion of the change
order. The updated total contract with GHM Asphalt including Change Order No. 1 is $2,602,803.97.
Director Weber and I recommend approval.
Item 7.1
A hearing has been scheduled for businesses that failed liquor compliance checks on October 16, 2023.
The Police Department conducted 16 compliance checks and there were three businesses that failed the
checks. The fine for failing a liquor compliance check for a first violation within 24 months is $250 plus
a 3‐day suspension, and the fine for failing a second compliance check within 24 months is $750 plus a
15‐day suspension. Businesses may elect identification training in lieu of the 3‐day suspension for a
first violation and for 10 of the 15‐day suspension for a second violation. The city charges $100 for the
identification training. Council should call upon a representative of the business to allow the licensees to
admit or deny the allegation of the illegal sale. Sergeant Stanley will be in attendance if Council has questions
regarding the compliance checks. After closing the hearing, Council should make a motion to impose the
fines per city ordinance. The city clerk will mail a notice to the businesses with instructions on paying the
fine and the option to schedule identification training for their employees.
Item 7.2
This is the assessment hearing for the 2021 Infrastructure Project No. 1054. There are two properties to be
assessed (one is city‐owned) for a total of $7,631.26 which is lower than the original estimated
assessment of $9,596.40. The Salvation Army was notified of their assessment for $3,815.63 for the
property at 4860 Erickson Drive. Staff asks Council to conduct the public hearing and adopt the resolution.
Director Weber and I recommend approval.
Item 8.1
Council supported making improvements at the public works facility in two phases to avoid the need for
bonding. Phase 1 improvements were completed in 2021 and 2022. This item approves plans and
specifications for phase 2 improvements for the public works facility and authorizes advertisement for
bids. Council reviewed the proposed improvements for phase 2 at its May 15 work session and
authorized preparation of the plans and specs. The improvements include a 20,000 square foot building
expansion, security system improvements, fuel dispensing system, overhead door replacement, electric
vehicle charging stations, and pavement replacement for areas not addressed in phase 1. An alternate
bid for a strip of bituminous between the curb and gutter and existing fence along the north side of the north
storage area will also be included. The estimated cost of phase 2 is $6,164,157. The central garage fund has a
balance of $5,767,592, and the remaining project cost of approximately $397,000 will be funded with the
building replacement charge that was instituted in 2018. Director Weber and I recommend approval.
Item 10.1
This resolution authorizes holding a closed meeting to discuss settlement strategies related to the PFAS class
action lawsuits. The closed meeting will be held immediately following adjournment of the regular council
meeting.
Item 12.1
Mayor Hemken will review upcoming meetings and events.
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.
City Council Work Session October 16, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes
Work Session Meeting
October 16, 2023
Northwood Conference Room
CALL TO ORDER The New Hope City Council met in work session pursuant to due call and notice thereof;
Mayor Hemken called the meeting to order at 6:30 p.m.
ROLL CALL Council present:
Kathi Hemken, Mayor
John Elder, Council Member
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
Staff present:
Reece Bertholf, City Manager
Jeff Alger, Community Development Specialist
Erin Enstad, Abdo
Valerie Leone, City Clerk
Susan Rader, Director of Parks & Recreation
Jeff Sargent, Director of Community Development
Mark Severson, Recreational Facilities Manager
Bernie Weber, Director of Public Works
Stacy Woods, City Attorney
Also present: Sarah Larson, Fire Chief
WMFRD UPDATE
Item 11.1
Mayor Hemken introduced for discussion item 11.1, Update from West Metro Fire‐
Rescue District.
Ms. Sarah Larson, fire chief of West Metro Fire‐Rescue District, provided a quarterly
update to Council on calls for service, public events, staffing, training, vehicles, and
fire prevention/community outreach programs.
Chief Larson thanked the Council for allowing the live fire training on October 7th in
New Hope which is a critical training component for fire fighters.
Council Member London mentioned the SAFER grant award and inquired how the
district will handle expenses for the three new positions after conclusion of the three‐
year grant funding period. He pointed out the potential to add $500,000 to the 2026
budget. He also inquired of the goal and noted the city survey shows 88% of the
community expressed satisfaction with the current fire protection.
Chief Larson stated the department’s goal is to assemble 15 firefighters on a team
within nine minutes per the National Fire Prevention Association standards. She stated
the Board guaranteed the positions for three years.
City Council Work Session October 16, 2023
Page 2
Council Member London recommended adding “fire response time” in the SMART
goals to track whether the additional staffing improves performance of the fire district.
Mr. Reece Bertholf, city manager, indicated the national benchmarks are achievable,
but they do carry a cost.
Council thanked Chief Larson for the update.
HRG PROGRAMS
AND RATES
Item 11.2
Mayor Hemken introduced for discussion item 11.2, Discussion regarding HRG
programs and recommended 2024 rates.
Mr. Tim Pratt, HRG Recycling Manager, stated customers are enjoying the interactive
tool that is available in various languages for recycling‐related questions. He stated
there is a phone app available also.
Mr. Pratt shared past performance issues of refuse haulers due to driver shortages and
noted improvements have been made during 2023.
Mr. Pratt reviewed the recycling program components (curbside recycling, education,
bulky waste curbside collection, organics drop‐off, special material drop‐off, yard
waste site, and event recycling). He indicated haulers must charge all customers for
organics recycling whether they use the service or not. He stated organics is the single
largest category in trash that could be recycled/composted. He reviewed the
participation levels in the curbside cleanup. He explained the HRG subsidizes rain
barrels and compost bins ($20 discount for HRG residents). The organics drop off
facility at Crystal Cove (Crystal Community Center parking lot) has 287 current users.
Mr. Pratt stated the spring and fall special materials drop‐off event continues to be
popular. The yard waste contract at Maple Grove was extended through 2027. Central
Park in Brooklyn Park is the pumpkin drop‐off site as well as the Maple Grove Yard
Waste site. Event recycling containers are available for loan. He reported the HRG
partnered with the county and a non‐profit company (Better Futures Minnesota) on a
building material drop off event which resulted in 87 participants donating many good
materials.
Mr. Pratt stated the current monthly recycling fee is $5.00, and the board recommended
a $.90 increase to offset the increased cost of the new recycling, yard waste, and
curbside cleanup contracts. He stated New Hope’s special bulky waste curbside clean‐
up is scheduled for the spring of 2024.
Council Member London inquired whether the HRG is still considering purchasing its
own containers. Mr. Pratt indicated the HRG extended the recycling contract with
Waste Management and has delayed the purchase of containers due to cost.
Council Member Elder inquired regarding recycling requirements. Mr. Pratt stated
residents are not forced to participate but they have to pay the recycling fee regardless.
He noted there is a 92% participation rate. He noted recycling provides environmental
benefits as well as economic benefits as recycling creates manufacturing jobs for
products created from recycled materials.
Council thanked Mr. Pratt for the update.
City Council Work Session October 16, 2023
Page 3
2024 ENTERPRISE
AND UTILITY FUND
BUDGETS AND
UTILITY RATES
Item 11.3
Mayor Hemken introduced for discussion item 11.3, Discussion regarding 2024
enterprise and utility fund budgets and 2024 utility rates.
Mr. Reece Bertholf, city manager, noted the city must be cognizant of utility funds to
cover future infrastructure improvement needs.
Ms. Erin Enstad, Abdo, stated the discussion at this time will focus on 2024 and the
long‐term plan will be reviewed at the November work session.
Mr. Bernie Weber, public works director, and Ms. Erin Enstad of Abdo, reviewed the
utility budgets. Mr. Weber highlighted expenditures planned for each fund during the
2024 budget cycle.
Ms. Enstad recommended the following rate increases: 5% water, 4% storm water
drainage, 4% sewer, and 5% street lighting. Ms. Enstad explained the memorandum
regarding cash balances. She stated the increases are needed to support the city’s ten‐
year plan, utility replacement and aging infrastructure. She also stated the city must
keep pace with sewer charges from the Met Council and water purchase from the city
of Minneapolis.
Ms. Enstad stated the long term plan update will be presented at the November work
session.
Ms. Susan Rader, director of parks and recreation, and Mark Severson, recreation
facilities manager, reported on revenue and expenditures for 2024 for the golf course
and ice arena. Ms. Rader stated staff recommends minimal increases for golf course
greens fees and season passes, a $10/hour increase in the prime ice rental and $5/hour
increase in the non‐prime ice rental rates effective fall of 2024. Staff shared the capital
improvement plans for the city’s recreation facilities.
Discussion ensued regarding depreciation costs, long term capital needs and cash flow,
rate increase comparisons to other cities, and the potential of implementing a
convenience fee to credit card users.
Council thanked staff for the budget review.
ERP VENDOR
SELECTION
Item 11.4
Mayor Hemken introduced for discussion item 11.4, Update regarding the city’s
Enterprise Resource Planning (ERP) software and vendor selection.
Mr. Reece Bertholf, city manager, stated at the April 17, 2023, work session, staff
informed Council of LOGIS’ pricing and the city’s options regarding the enterprise
resource planning software. Council supported utilizing Abdo’s services to assist the
city in evaluating various ERPs. The software review included programs such as
accounts receivable, accounts payable, financial reporting as well as payroll, human
resources, special assessments, recreation, license/permits/inspections, and utility
billing. He explained that the city may be able to secure services that meet or exceed
LOGIS’ at a lower price and without a ten‐year commitment.
City Council Work Session October 16, 2023
Page 4
Ms. Erin Enstad, Abdo, explained that RFPs were solicited that resulted in five
software proposals. She stated demonstrations were scheduled with two vendors,
BS&A and Tyler, and the recommendation is to enter into a contract with BS&A. She
reviewed costs for a five year term. Ms. Enstad stated BS&A’s software is cloud‐based,
will integrate all modules except RecTrac, and can convert the city’s existing data. She
also noted that BS&A has experience converting data from LOGIS.
Mr. Bertholf commented that changing ERP software will be a major undertaking but
the city will reap rewards in efficiencies and cost savings. It was noted that LOGIS was
originally formed around 1970 to provide RFP software and share costs with other
cities. Mr. Bertholf indicated LOGIS’ proposal for new software requires a significant
buy‐in cost and a ten‐year commitment.
Council Member Elder reported that the city of Robbinsdale utilizes BS&A software,
and the company has strong customer service.
Ms. Enstad reported the conversion is an 18‐month process. Council Member London
requested additional information. Ms. Enstad indicated she would forward the
software demonstration to Council.
Council directed staff to place the item on the October 23 council meeting agenda for
consideration of the contract approval.
CURBSIDE APPEAL
REIMBURSEMENT
PROGRAM
Item 11.5
Mayor Hemken introduced for discussion item 11.5, Update on Curbside Appeal
Reimbursement Program.
Mr. Jeff Alger, community development specialist, indicated the Curbside Appeal
Reimbursement Program launched on June 1, 2022, on a two‐year trial basis. The
program encourages homeowners to make improvements to the exterior of their
homes and garages in areas that are visible from the street. The program has been
successful having helped fund 20 projects valued at $201,181. Properties that are
eligible for the program include owner‐occupied one‐and two‐family homes that do
not have past due taxes, citations, or utility bills.
He reported the goal of the program was to fund projects that go above and beyond
general maintenance by adding curb appeal and value to the property. For these
reasons and out of fairness to those who have been denied requests to fund other types
of projects staff is not recommending any changes to the list of projects eligible for
reimbursement. The Council allocated $200,000 for the program and approximately
$50,000 has been committed to approved projects. He stated staff recommends
continuing the program until the $200,000 is exhausted.
Council discussed the possibility of expanding the program to get more participants.
Mr. Jeff Sargent, director of community development, indicated the program could be
modified in the future to include aesthetic improvements (such as converting from
asphalt to concrete driveways or changing siding to a more durable material). He
stated staff will continue to post the number of participants in the Friday memo.
City Council Work Session October 16, 2023
Page 5
PERFORMANCE
MEASURES AND
SMART GOALS
Item 11.6
Mayor Hemken introduced for discussion item 11.6, Update on Performance
Measurement Report and SMART goals.
Mr. Jeff Alger, community development specialist, reviewed the 2023 Performance
Measurement Report and SMART goals document containing data from 2018‐2022. He
reported the SMART goals are generally on track. Mr. Alger stated information from
the 2022 professional community survey was included in the report.
Council Member London requested that fire response time be added to next year’s
report. He expressed disappointment that more cities don’t collect the data and
suggested that Council and staff promote the idea to other cities.
Discussion ensued regarding the use of the SMART goals. Mr. Bertholf noted directors
consult employees in the development of the goals. Mr. Bertholf asked Council to
inform him if there are other items that should be incorporated into the report.
Council accepted the report and complimented Mr. Alger for his work. They
authorized posting the document on the city’s website.
ECONOMIC
DEVELOPMENT
REPORT UPDATE
Item 11.7
Mayor Hemken introduced for discussion item 11.7, Update on Economic
Development Report.
Mr. Jeff Alger, community development specialist, stated the report was developed in
2016 and is updated annually. He stated the economic development report highlights
redevelopment projects throughout the city from the previous year and the tools that
are in place to promote development activity. He stated the city’s EDA promotes and
facilitates business development and housing redevelopment activities.
Mr. Alger noted the report was utilized in 2017 when bonds were issued for the new
police station/city hall construction project, in 2019 when bonds were issued for the
swimming pool complex, and in 2021 for refinancing of ice arena conservation bonds.
He reviewed the updates that were made to the 2023 report.
Council accepted the report and supported posting it on the city’s website.
Council Member Isenberg reported on the successful Windsor Ridge development and
the strong sense of community among the neighborhood.
TOBACCO LICENSES
Item 11.8
Mayor Hemken introduced for discussion item 11.8, Discussion regarding issuance of
tobacco licenses, city code chapter 8.
Mr. Reece Bertholf, city manager, reported that the item is on the agenda due to an
open forum appearance made at the October 9, 2023, Council Meeting.
Mr. Bertholf stated the tobacco license cap of 21 has been met, and staff recommends
improving tobacco license procedures by 1) re‐implementation of a wait list allowing
applicants to apply on a first‐come, first‐served basis; and 2) make license issuance
subject to approval of a “business use certificate of occupancy” (BUCO) registration.
He noted a valid BUCO registration would ensure tobacco licensees either own the
City Council Work Session October 16, 2023
Page 6
property or have permission to rent the space that is listed on the business license
application.
Council supported staff’s recommendations.
DISCUSS VACANT
PROPERTY
REGISTRATION
PROGRAM
Item 11.9
Mayor Hemken introduced for discussion item 11.9, Discuss possibility of
implementing a vacant property registration program.
Mr. Jeff Sargent, director of community development, stated at the October 9, 2023,
Council Meeting, Councilmember London requested to have a discussion regarding
how the city handles vacant properties and/or properties that have been under
construction for an extended period of time.
Mr. Sargent stated the city explored creating a vacant property registration program
ordinance in 2010 during the subprime mortgage crisis, with concerns primarily
focused on vacant single and two‐family homes facing foreclosure. The ordinance was
never adopted. He stated if the city implemented a vacant property registration
program now it would be to address compliance issues to ensure properties are
meeting minimum code requirements. He stated staff addresses code issues through
the administrative fines enforcement program.
Mr. Sargent indicated regarding construction projects, staff ensures that proper
permits are in place and new permits are required if the work is not completed within
one year and an extension is not granted by the building official. He indicated the
situation with the gas station at Bass Lake Road and Winnetka Avenue was unique in
that it changed ownership twice during the construction period.
Council Member London recommended tracking vacant commercial and residential
properties in the city to market to brokers.
Mr. Sargent indicated the city maintains a database of retail space which is updated on
a quarterly basis and posted on the city’s website. He noted realtors market the sale of
residential properties, and staff will continue to find properties for the scattered site
housing program.
ADJOURNMENT The meeting was adjourned at 8:35 p.m. as there was no further business to come
before the Council at its work session.
Respectfully submitted,
Valerie Leone, City Clerk
New Hope City Council October 23, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes October 23, 2023
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.
PLEDGE OF
ALLEGIANCE
The City Council and all present stood for the Pledge of Allegiance.
ROLL CALL Council present:
Absent:
Staff present:
Kathi Hemken, Mayor
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
John Elder, Council Member
Reece Bertholf, City Manager
Jeff Alger, Community Development Specialist
Dan Boyum, City Engineer
Rich Johnson, Director of HR/Admin. Services
Valerie Leone, City Clerk
Jeff Sargent, Director of Community Development
Bernie Weber, Director of Public Works
Stacy Woods, City Attorney
APPROVAL OF
MINUTES
Motion was made by Council Member Hoffe, seconded by Council Member
London, to approve the regular meeting minutes of October 9, 2023. Voted in
favor thereof: Hemken, Hoffe, Isenberg, London; and the following voted against
the same: None; Abstained: None; Absent: Elder. 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. Reece Bertholf, city manager, reviewed the consent
items.
BUSINESS LICENSES
Item 6.1
Approval of business licenses.
FINANCIAL CLAIMS Approval of financial claims through October 23, 2023.
New Hope City Council October 23, 2023
Page 2
Item 6.2
RESOLUTION 2023‐110
Item 6.4
Resolution approving the separation agreement between the city and the former
central garage supervisor.
RESOLUTION 2023‐111
Item 6.5
Resolution approving final payment to T.A. Schifsky & Sons, Inc. in the amount of
$2,103.20 for the 2021 Infrastructure Improvement Project (Improvement Project
No. 1054).
RESOLUTION 2023‐112
Item 6.6
Resolution approving final payment to Allied Blacktop Company for $32,849.23
for the 2023 Crack Repair and Seal Coat Project (Improvement Project No. 1099).
MOTION
Consent Items
Motion was made by Council Member Isenberg, seconded by Council Member
Hoffe, to approve the Consent items. All present voted in favor. Motion carried.
PLANNING CASE
23‐02
Item 8.1
Mayor Hemken introduced for discussion Item 8.1, Resolution approving
Conditional Use Permit for deferment of required parking relating to real property
located at 5017 Boone Avenue North (New Hope Planning Case 23‐02).
Mr. Jeff Alger, community development specialist, stated the owner of 5017 Boone
Avenue North is requesting a conditional use permit for the deferment of
requirement parking. The building site requires a minimum of 71 on‐site parking
stalls, and the site plan includes 54 parking stalls, resulting in a required deferment
of 17 parking stalls. The site plan includes 20 possible future parking stalls (proof
of parking) within the open outdoor storage area on the west side of the property.
The building is currently occupied by three tenants with a total of 20 employees
based out of the location. The applicant has stated parking demand is significantly
lower than what is required by city code.
Mr. Alger noted the petitioner’s initial application also included a request for a
variance related to the open outdoor storage area on the west side of the property.
The variance would have exempted the applicant from fencing portions of the
open outdoor storage area. After receiving feedback at the Design and Review
meeting, the applicant withdrew this request and now plans to fence the entire
area. He explained since the proposed open outdoor storage area was less than
20% of the gross floor area of the principal building, the request was processed
administratively.
Mr. Alger stated the Planning Commission reviewed the conditional use permit
for the deferment of required parking at its October meeting and recommend
approval subject to five conditions:
1. A restrictive covenant shall be executed by Owner and Tenant and recorded
against the property in the Office of the Hennepin County Recorder as the
Property is Abstract. The restrictive covenant shall mandate the construction
of the proof of parking area, if the City finds that the demand for on‐site
parking exceeds the available supply. This restrictive covenant shall preserve
the proof of parking area from any type of construction.
New Hope City Council October 23, 2023
Page 3
2. All proposed on‐site parking shall occur in designated code compliant areas that
meet dimensional standards specified within the City Code. Parking shall not
take place within drive aisles, loading areas, fire lanes, or on the street.
3. Exterior storage shall be restricted to approved open outdoor storage areas.
4. Special hazard permit shall be obtained for the storage of any propane or LP
gas tanks, which is subject to approval by the deputy fire marshal.
5. Waste containers shall be located within enclosures or inside of approved
open outdoor storage areas. A building permit shall be obtained for the
construction of any trash enclosures, which must comply with standards for
the district.
Council Member London questioned what precipitated the request. Mr. Alger
stated Property Cents purchased the building approximately two years ago and
Horizon Roofing is leasing the majority of the building.
Council Member London expressed concern regarding on‐street parking on 51st
Avenue and on Boone Avenue. Mr. Alger noted a condition of approval is that all
vehicles be parked at the facility’s parking lot.
Council Member London pointed out the impact to neighborhoods with the
increased number of company‐owned trucks parked at employees’ residences
throughout the city.
Mr. Kurt Scepaniak, owner of Property Cents LLC and owner of Horizon Roofing,
was recognized. He confirmed that tenants will be asked to park all vehicles in the
parking lot after it is striped.
RESOLUTION 2023‐113
Item 8.1
Council Member London introduced the following resolution and moved its
adoption: “RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR
DEFERMENT OF REQUIRED PARKING RELATING TO REAL PROPERTY
LOCATED AT 5017 BOONE AVENUE NORTH (NEW HOPE PLANNING
CASE 23‐02).” The motion for the adoption of the foregoing resolution was
seconded by Council Member Hoffe, and upon vote being taken thereon, the
following voted in favor thereof: Hemken, Hoffe, Isenberg, London; and the
following voted against the same: None; Abstained: None; Absent: Elder;
whereupon the resolution was declared duly passed and adopted, signed by the
mayor which was attested to by the city clerk.
2024 PROJECT
(IMPROVEMENT
PROJECT NO. 1107)
Item 8.2
Mayor Hemken introduced for discussion Item 8.2, Resolution accepting feasibility
report, ordering the construction of and preparation of plans and specifications for
the 2024 Infrastructure Project (Improvement Project No. 1107).
Mr. Dan Boyum, city engineer, stated the public hearing is for the 2024
infrastructure project. He illustrated the proposed improvements and the project
area (Jaycee Park area, 36th Avenue, and areas north of 27th Avenue and west of
Boone Avenue).
Mr. Boyum indicated the project consists of street, water main, sanitary sewer, and
storm sewer improvements. He stated the streets included in the project were
recommended based upon pavement conditions identified in the 2022 pavement
New Hope City Council October 23, 2023
Page 4
management plan. Some improvements may be bid as alternates to stay within the
CIP budget. Other alternate bids could include Victory Park trails and pedestrian
ramp, and cart paths at the golf course.
Mr. Boyum stated the estimated total project cost is $3,051,296. There are four tax‐
exempt properties included in the project area including Hometown Church, St.
Joseph Church, School District 287, and the city of New Hope that would be
assessed for the improvements ranging from $5,516 to $75,795. Property owners
impacted by the proposed project have been notified of the feasibility report and
were encouraged to attend the council meeting to learn more about the project. He
reviewed the project schedule with construction beginning in the spring of 2024
and final completion by summer of 2025. He stated an assessment hearing would
likely occur in the fall of 2025.
Mayor Hemken opened the public hearing to persons interested in addressing the
Council.
Ms. Aiysha Mustapha, 9205 29th Avenue North, was recognized. She reported there
is standing water at the end of the cul‐de‐sac.
Mr. Boyum thanked Ms. Mustapha for her comments and indicated the drainage
will be corrected as part of the project.
CLOSE HEARING
Item 8.2
Motion was made by Council Member Isenberg, seconded by Council Member
Hoffe, to close the public hearing. All present voted in favor. Motion carried.
RESOLUTION 2023‐114
Item 8.2
Council Member Isenberg introduced the following resolution and moved its
adoption: “RESOLUTION ACCEPTING FEASIBILITY REPORT, ORDERING
THE CONSTRUCTION OF AND PREPARATION OF PLANS AND
SPECIFICATIONS FOR THE 2024 INFRASTRUCTURE PROJECT
(IMPROVEMENT PROJECT NO. 1107).” The motion for the adoption of the
foregoing resolution was seconded by Council Member Hoffe, and upon vote
being taken thereon, the following voted in favor thereof: Hemken, Hoffe,
Isenberg, London; and the following voted against the same: None; Abstained:
None; Absent: Elder; whereupon the resolution was declared duly passed and
adopted, signed by the mayor which was attested to by the city clerk.
TATTOO AND BODY
PIERCING
Item 10.1
Mayor Hemken introduced for discussion Item 10.1, Ordinance No. 2023‐07, An
ordinance amending section 8‐29 Tattoo and body piercing establishments
ordinance in the city of New Hope.
Mr. Reece Bertholf, city manager, stated the ordinance amendment relates to the
tattoo and body piercing license section of city code and require the applicant to
comply with Minnesota Statute 146B.03. An applicant must furnish a valid state‐
issued license as part of the city’s application process. He stated the city attorney
drafted the ordinance amendment.
ORDINANCE 23‐07
Item 10.1
Council Member London introduced the following ordinance and moved its
adoption: “ORDINANCE NO. 2023‐07, AN ORDINANCE AMENDING
SECTION 8‐29 TATTOO AND BODY PIERCING ESTABLISHMENTS
New Hope City Council October 23, 2023
Page 5
ORDINANCE IN THE CITY OF NEW HOPE.” The motion for the adoption of
the foregoing ordinance was seconded by Council Member Isenberg, and upon
vote being taken thereon, the following voted in favor thereof: Hemken, Hoffe,
Isenberg, London; and the following voted against the same: None; Abstained:
None; Absent: Elder; whereupon the ordinance was declared duly passed and
adopted, signed by the mayor which was attested to by the city clerk.
TOBACCO
PRODUCTS
Item 10.2
Mayor Hemken introduced for discussion Item 10.2, Ordinance No. 2023‐08, An
ordinance amending section 8‐7 Tobacco and related products in the city of New
Hope.
Mr. Reece Bertholf, city manager, stated the ordinance amendment updates city
code to require verification of an approved business use certificate of occupancy
prior to issuance of a tobacco license. He reported that Council discussed the
matter at its October 16 work session, and the city attorney drafted the ordinance
amendment.
ORDINANCE 23‐08
Item 10.2
Council Member Isenberg introduced the following ordinance and moved its
adoption: “ORDINANCE NO. 2023‐08, AN ORDINANCE AMENDING
SECTION 8‐7 TOBACCO AND RELATED PRODUCTS IN THE CITY OF NEW
HOPE.” The motion for the adoption of the foregoing ordinance was seconded by
Council Member London, and upon vote being taken thereon, the following voted
in favor thereof: Hemken, Hoffe, Isenberg, London; and the following voted
against the same: None; Abstained: None; Absent: Elder; whereupon the ordinance
was declared duly passed and adopted, signed by the mayor which was attested
to by the city clerk.
ERP SOFTWARE
SERVICES
Item 11.1
Mayor Hemken introduced for discussion Item 11.1, Resolution approving
contract with BS&A to provide Enterprise Resource Planning (ERP) software
services.
Mr. Reece Bertholf, city manager, stated at the October 16 work session, staff
updated Council on the city’s enterprise resource planning evaluation process, and
Council supported entering into a contract with BS&A as the vendor to provide
enterprise resource planning software.
Mr. Bertholf reported the city’s current software provider, LOGIS, is changing ERP
software which provided an opportunity for the city to consider other vendors. He
noted the city currently utilizes various platforms and entering into a contract with
BS&A would allow consolidation of many platforms and a savings of over $1
million over a five‐year period.
Council Member London expressed support for BS&A’s software and noted many
other cities including Robbinsdale and Plymouth currently utilize their services.
He pointed out BS&A is knowledgeable with municipal operations as they only
serve cities.
RESOLUTION 2023‐115
Item 11.1
Council Member Isenberg introduced the following resolution and moved its
adoption: “RESOLUTION APPROVING CONTRACT WITH BS&A TO
PROVIDE ENTERPRISE RESOURCE PLANNING (ERP) SOFTWARE
New Hope City Council October 23, 2023
Page 6
SERVICES.” The motion for the adoption of the foregoing resolution was
seconded by Council Member Hoffe, and upon vote being taken thereon, the
following voted in favor thereof: Hemken, Hoffe, Isenberg, London; and the
following voted against the same: None; Abstained: None; Absent: Elder;
whereupon the resolution was declared duly passed and adopted, signed by the
mayor which was attested to by the city clerk.
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 Isenberg, seconded by Council Member
Hoffe, 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 7:44 p.m.
Respectfully submitted,
Valerie Leone, City Clerk
I:\RFA\POLICE\2023\Council Meetings\Home Free 2024\Q&R ‐ HomeFree2024 Agreement.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: Police
By: Tim Hoyt, Director of Police
Agenda Title
Resolution approving agreement between the city of New Hope and Home Free for the 2024 Domestic
Assault Intervention Project
Requested Action
Staff is recommending the Council pass a resolution approving a contract between Home Free and the city of
New Hope for the Home Free Domestic Assault Intervention Project for the year 2024.
Policy/Past Practice
The Home Free Domestic Assault Intervention Project provides a variety of counseling, intervention, support
and shelter services for victims of domestic assault. The police department has used their services since 1991.
Background
Home Free provides 24‐hour emergency housing and advocacy services for victims of domestic assault. They
work hand‐in‐hand with the police department and city attorney’s office assisting victims through the
criminal process, ensuring they are fully aware of all their rights and assisting them in getting help to address
their difficulties. Staff meets with the police department and city attorney regularly to review case status and
work relationships. Staff conducts roll call training for the police department on an annual basis. The police
department and city attorney fully support the Home Free Intervention Project and have found it to be a very
beneficial program.
Elsa Swenson from Home Free will update Council regarding the program.
Funding
The city has provided a funding level of $36,900 for 2024. This is the same rate as the 2023 rate. Funds are
budgeted in the 2024 General Fund.
Attachments
Resolution
Agreement
Agenda Section
Presentations
Item Number
5.1
City of New Hope
Resolution No. 23‐
Resolution approving agreement
between the city of New Hope and Home Free
for the 2024 Domestic Assault Intervention Project
WHEREAS, the city of New Hope is committed to serving its residents through Human Services
programs; and
WHEREAS, citizens formed a Domestic Assault Forum Committee and, on several occasions, this
committee, as well as the Women of Today, addressed the Council and requested its
support of a domestic assault intervention program in the city of New Hope. After
extensive consideration, the Council agreed to support a program in the city of New
Hope since 1991 by providing funding for the New Hope Domestic Assault Intervention
Project; and
WHEREAS, the project is evaluated each year and funds have been appropriated in the 2024
budget for this project.
NOW, THEREFORE BE IT RESOLVED that the City Council of the city of New Hope approves the
agreement with Home Free for 2024 for the New Hope Domestic Assault Intervention
Project, and authorize the Mayor and City Manager to sign the agreement.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 13th day of
November, 2023.
___________________________
Mayor
Attest: ________________________
City Clerk
I:\RFA\City Manager\2023\6.1 Business Licenses\6.1 Q ‐ Business Licenses 111323.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treasurer
Agenda Title
Approval of business license(s)
Requested Action
In accordance with Chapter 8 of the New Hope Code, all applications for business licenses must be presented
to the City Council for consideration. Staff recommends approval of all listed requests.
Background
All required paperwork and fees have been received for the following business:
Aspen Video and Vending 7600 42nd Avenue North
4949 Louisiana Avenue North
Amusement (pinball/video
game/pool)
Jesse Gilbert, Hands of Grace 4900 Hwy 169, Suite 103 Therapeutic Massage Therapist
Silent Ink, LLC 7841 62nd Avenue North Tattoo License
Agenda Section
Consent
Item Number
6.1
G:\City Manager\AGENDA\6.2 R‐Approval of Claims Merge Doc.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: City Manager
By: Reece Bertholf, City Manager
Agenda Title
Approval of claims through November 13, 2023
Requested Action
Claims for services and commodities purchased through this period are listed on the Check Disbursement
Report
Attachments
Check Disbursement Report
Agenda Section
Consent
Item Number
6.2
I:\RFA\City Manager\2023\Q&R ‐ Reaffirm Beyond the Yellow Ribbon 11.13.23.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treasurer
Agenda Title
Resolution reaffirming the City of New Hope’s commitment to Beyond The Yellow Ribbon program
Requested Action
Staff recommends a resolution re‐affirming the City of New Hope’s commitment to Beyond The Yellow Ribbon
program.
Background
In 2014 the cities of Crystal, Golden Valley, New Hope and Robbinsdale united to form the Quad Cities Beyond
the Yellow Ribbon initiative. Beyond the Yellow Ribbon is a comprehensive program that connects military
service members and their families with community support and resources.
Attachment
Resolution
Agenda Section
Consent
Item Number
6.4
City of New Hope
Resolution No. 2023‐
Resolution reaffirming the City of New Hope’s
commitment to Beyond The Yellow Ribbon
WHEREAS, in 2014, the cities of Crystal, Golden Valley, New Hope and Robbinsdale united to form
the Quad Cities Beyond the Yellow Ribbon initiative; and
WHEREAS, a Yellow Ribbon community unites key areas within a community to create a network that
connects organizations, resources, and employers to meet the needs of local service
members, veterans and military families in Minnesota; and
WHEREAS, the outward showing of support enables successful transitions for those affected by
military deployments and builds a stronger, more compassionate community; and
WHEREAS, the New Hope City Council continues to support the Quad Cities Beyond the Yellow
Ribbon initiative and agrees to be an ongoing active participant to help the Quad Cities
maintain the Yellow Ribbon Community official designation.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota,
that City of New Hope agrees to re‐affirm our support for and continue to actively
participate in the Quad Cities Beyond the Yellow Ribbon initiative along with the cities of
Crystal, Golden Valley and Robbinsdale.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 13th day of
November, 2023.
_________________________
Mayor
Attest:________________________
City Clerk
I:\RFA\PUBWORKS\2023\Council\JWC MPLS Water Agreement\11‐13 JWC MPLS Water Agreement\RFA 11‐13 JWC MPLS Water Agreement.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: Public Works
By: Bernie Weber, Director of Public Works
Agenda Title
Resolution authorizing execution of Joint Water Commission wholesale agreement with Minneapolis
Requested Action
Staff is recommending that Council pass a resolution approving the authorization of a wholesale agreement
between the Joint Water Commission (JWC) and the City of Minneapolis for the continued purchase of water.
Policy/Past Practice
The City Council has previously partnered with the Joint Water Commission comprised of the cities of New
Hope, Crystal, and Golden Valley to purchase water from Minneapolis for municipal water supply.
Background
The Joint Water Commission (JWC) formed in 1963 consisting of the cities of New Hope, Crystal, and Golden
Valley. The City Manager of each city is appointed as the city representative to the JWC. The JWC has
historically purchased municipal drinking water from the City of Minneapolis to supply the residences and
businesses in New Hope, Crystal, and Golden Valley.
The JWC’s current twenty‐year contract with Minneapolis expires at the end of 2023, and ongoing
negotiations have occurred between the JWC and Minneapolis on the terms of renewing the contract. The
parties have a demonstrated history of cooperation in the administration of past agreements for the delivery
of water by Minneapolis through the Minneapolis Water Works to the JWC. The JWC negotiations with
Minneapolis resulted in another proposed twenty‐year contract with no changes to the process for calculating
water rate adjustments. Staff recommends approval of the attached resolution authorizing the wholesale
agreement between the JWC and the City of Minneapolis for the continued purchase of water.
Attachments
Resolution
Agenda Section
Consent
Item Number
6.5
City of New Hope
Resolution No. 23‐
Resolution authorizing execution of Joint Water Commission
wholesale agreement with Minneapolis
WHEREAS, the Joint Water Commission (JWC), formed in 1963, includes the cities of Crystal, Golden
Valley, and New Hope; and
WHEREAS, each City Council of the JWC have appointed their City Manager as the City representative to
the JWC; and
WHEREAS, the JWC currently purchases wholesale water from the City of Minneapolis; and
WHEREAS, reliable potable water service is essential for public health, safety, and the economic vitality of a
community; and
WHEREAS, the JWCʹs current, twenty‐year contract with Minneapolis for purchasing water expires at
the end of 2023; and
WHEREAS, the JWC has been negotiating with Minneapolis on the terms of renewing the contract; and
WHEREAS, the parties have a demonstrated history of mutual cooperation in the administration of past
agreements for the delivery of water by Minneapolis through the Minneapolis Water
Works to the JWC; and
WHEREAS, the JWC negotiations with Minneapolis resulted in another proposed twenty‐year contract
with no changes to the process for calculating water rate adjustments;
NOW, THEREFORE, BE IT RESOLVED,
1. That the New Hope City Council hereby authorizes the execution of the agreement for the
continued wholesale purchase of water from the City of Minneapolis by the Joint Water
Commission.
2. That the mayor and city manager are authorized to sign said agreement.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 13th day of
November, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
AN AGREEMENT BETWEEN
THE CITY OF MINNEAPOLIS, MINNESOTA
AND THE GOLDEN VALLEY, CRYSTAL, NEW HOPE JOINT WATER COMMISSION
THIS AGREEMENT (“Agreement”) made and entered into as of [1st day of January 2024], by and
between the City of Minneapolis, a Minnesota home rule charter city (“Minneapolis”) and the Golden
Valley, Crystal, New Hope Joint Water Commission ("JWC"), a joint powers board formed pursuant to
Minn. Stat. §471.59 by the cities of Golden Valley, Crystal and New Hope, Minnesota, all municipal
corporations in Hennepin County, Minnesota,
WITNESSETH:
WHEREAS, Minneapolis operates a municipal water system known as the Minneapolis Water
Works (the “MWW”); and
WHEREAS, JWC desires to obtain potable water service from Minneapolis and Minneapolis
wishes to sell water produced by the MWW to JWC; and
WHEREAS, MWW produces and distributes potable water in quantities sufficient to meet the
obligations of this Agreement; and
WHEREAS, the JWC has in place a water works system that serves the cities of New Hope,
Crystal and Golden Valley;
WHERAS, reliable potable water service is essential for public health, safety, and the
economic vitality of a community; and
WHEREAS, the parties have a demonstrated history of mutual cooperation in administration of past
agreements for the delivery of water by Minneapolis through the MWW to the JWC.
NOW, THEREFORE, it is mutually agreed as follows:
1. Definitions.
a. "Agreement" means this Agreement between the City of Minneapolis and the Golden
Valley, Crystal, New Hope Joint Water Commission.
b. "AWWA" means the American Water Works Association presently headquartered in
Denver, Colorado.
c. “Contract Manager” means the party’s authorized agent for purposes of administration
of this Agreement.
d. "Customer" as the term used in this Agreement is a person, business, or entity recipient
of water under this Agreement, other than the JWC or a municipality that is a member of
the JWC.
e. "JWC" means the Golden Valley, Crystal, New Hope Joint Water Commission formed by
2
the cities of Golden Valley, Crystal and New Hope in Hennepin County, Minnesota,
pursuant to Minn. Stat. §471.59.
f. “Minneapolis’s Cost of Service Model” means the Cost of Service Model that Minneapolis
developed with HDR, Inc. to utilize for setting its wholesale consumers rates. The model
is based on methodologies from AWWA’s M1 Principles of Water Rates, Fees and Charges
manual. The model is a Microsoft Excel workbook which is updated every three (3) years
by Minneapolis staff.
g. “Minneapolis Water Works System or MWW” means all the facilities, personnel, and all
associated costs required by Minneapolis to provide potable water service to the JWC
pursuant to this Agreement.
h. "Outside Customer" means persons, businesses, or entities outside the jurisdictional
boundaries or corporate limits of the three cities constituting the JWC, Golden Valley,
Crystal, and New Hope at the time of the execution of this agreement.
i. "Points of Connection" means the locations where the JWC facilities connect, for the
purposes of receiving potable water service, from the currently existing water distribution
system owned and operated by Minneapolis as shown in the attached and hereto
incorporated Exhibits 1 and 2.
j. “Potable Water Service” means the drinking water provided to the Points of Connection
(see Exhibits 1 and 2) that conforms to all requirements of the federal Safe Drinking Water
Act and all requirements of the Minnesota Department of Health’s Public Drinking Water
Program.
2. Potable Water Service from Minneapolis.
a. Minneapolis shall make available potable water service as provided herein to the JWC
from the MWW system for the JWC’s use within the corporate limits of the cities of
Golden Valley, Crystal, and New Hope for a period of twenty (20) years in accordance with
the terms and conditions of this Agreement.
b. The JWC shall resell water purchased from Minneapolis exclusively to Customers located
within the city limits of Golden Valley, Crystal and New Hope or other Outside Customers
served by the JWC as of the execution date of this Agreement. On the date of execution
of this Agreement, the JWC shall provide to Minneapolis, a written list that identifies the
JWC's Outside Customers existing at the date of execution. The JWC shall only supply
water from Minneapolis to Outside Customers not included in the aforementioned list if
the JWC has received written approval from the Minneapolis Director of Water Treatment
and Distribution Services, or such Director’s designee. Minneapolis shall not unreasonably
withhold approval to supply water to additional Outside Customers, other than
municipalities.
3
3. Services Provided.
a. Minneapolis shall provide potable water service to the JWC in such quantities as shall be
needed by the JWC up to a maximum of twenty-one million (21,000,000) gallons per day.
The maximum amount may only be increased by a subsequent agreement in writing,
executed by both parties. If the parties cannot agree upon an increased maximum daily
water limit, the JWC, after written notice to Minneapolis of the JWC's intent to
supplement, may supplement water from sources other than Minneapolis.
b. Minneapolis and JWC shall partner to develop a daily delivery schedule for the flow rate
and duration of water to be delivered considering the water demand profile of the JWC
and its storage volume. JWC will endeavor to draw during off peak hours from 9:00 p.m.
to 9:00 a.m. The JWC shall make every reasonable effort to adhere to this daily delivery
schedule and will provide reasonable advance notice to Minneapolis when deviations are
anticipated.
c. If the JWC requests potable water service from Minneapolis in excess of the maximum
daily volume defined in Section 3(a) on an intermittent, limited, and temporary basis,
they shall submit such a request per the Notices section of this agreement. Minneapolis
will provide additional potable water service to the JWC if Minneapolis determines that
additional potable water service is available. Minneapolis shall confirm this service via the
Notices section of this agreement. Water in excess of the maximum daily volume on any
given day will be billed at a surcharge, as outlined in Section 8(f) of this Agreement.
d. The JWC may develop an emergency backup water supply from other sources including
groundwater. If the JWC develops an emergency backup water supply, this supply may be
used only if the JWC notifies Minneapolis of its intended use and Minneapolis is unable
to supply the JWC’s needs as defined in Section 3(a). JWC shall notify Minneapolis of its
need to use the emergency supply via established emergency contacts. Minneapolis
response to JWC’s notification shall be given within 8 hours via same emergency phone
notifications with follow-up written email documentation within one business day via the
Notices section of this agreement.
e. The JWC shall own, operate, and maintain the water distribution system and storage
facilities necessary to supply potable water service to its consumers from the points of
connection.
4. Obligations of the JWC.
a. The JWC shall make investments in and own all facilities necessary for the transmission,
storage, and distribution of potable water service from the Points of Connection to its
consumers. Exhibits 1 and 2 show the points of connection and ownership of facilities.
b. The JWC shall operate and maintain its facilities at the Points of Connection to control
excessive pressure fluctuations in the Minneapolis transmission system and prevent
4
cavitation in piping delivery systems and Minneapolis flow meters.
5. Maintenance.
a. Engineering grade construction and maintenance records sufficient to identify the
location of all parts and equipment at the points of connection shall be kept by both
parties, all of which shall be subject to state law and reasonable inspection by each party’s
personnel upon one week prior notice.
b. The JWC may review any water quality data maintained by Minneapolis by giving one
week prior notice.
c. In the event of operational or water quality problems, or both, in the JWC water system,
both parties shall work cooperatively to resolve such problems in a timely manner. Each
party shall be responsible for the costs of all reasonably necessary work related to any
operational or water quality problems which take place on its side of the Points of
Connection between the two water systems.
d. Minneapolis and the JWC shall follow the right of way ordinances and permitting
requirements of the cities in which work is being performed.
e. The parties desire to install a valve on the Minneapolis 48-inch transmission main
between the two 24-inch connections supplying the Golden Valley Reservoir. This future
valve is indicated as “FUTURE 48” BUTTERFLY VALVE WITH ACCESS VAULT” in Exhibit 2.
Minneapolis shall design, procure, and install the valve and Golden Valley shall perform
site restoration work associated with the project. The project costs of the valve
installation project shall be shared on a 50% - 50% basis between the JWC and
Minneapolis. Minneapolis shall submit plans and project cost estimate for JWC’s review
and approval prior to commencement of installation. Minneapolis shall own the 48” valve
and vault.
6. Measurement.
The potable water service received by the JWC pursuant to this Agreement shall be measured by
meters furnished and maintained by the City of Minneapolis at its own cost and expense and
installed at the meter vaults identified in Exhibits 1 and 2. The meters shall be subject to annual
inspection and testing by Minneapolis water personnel using the American Water Works
Association (AWWA) standards for accuracy and tolerances of meters. Minneapolis shall share
the results of said meter testing with the JWC within a reasonable amount of time following each
testing. The cost of all testing initiated by Minneapolis shall be paid by Minneapolis.
Notwithstanding, the JWC reserves the right to test the same said meters at its own expense after
one week prior notice to Minneapolis.
5
7. Meter Reading and Billing.
Meter reading and billing for services provided under this Agreement shall be in accordance with
current Minneapolis practices and are subject to change at any time by Minneapolis. Payments
for billed services shall be made by the JWC to Minneapolis on or before the due date noted on
the bill. Failure of the JWC to make such payments will, in addition to liability therefore, subject
the JWC to cancellation or suspension of services as stated in Section 13 below.
8. Rates.
a. Water Rate: A new water volume rate will be established on January 1, 2024 and every
January 1st thereafter based on the annual adjustment process, and the Cost of Service
Model adjustment, as described in this section.
b. Annual Adjustments: Annual adjustments to the water volume rate shall be made each
year, based on the percentage change in the average monthly bill paid by a Minneapolis
residential consumer compared to the previous year. For example, the percentage
change from 2024 to 2025 in the average monthly bill will be used to adjust rates for
wholesale consumers effective January 1, 2025. “Average monthly bill” shall be defined
as the monthly bill for a Minneapolis residential consumer consisting of 7 billing units of
potable water consumption and the fixed charge fee for a 5/8” meter.
c. Cost of Service Model Adjustments: Minneapolis’s Cost of Service Model shall be updated
every three years to set a new water volume rate effective January 1st of the year
following the update of the model. For example, the Cost of Service Model will be
updated in 2025 and new water volume rates for wholesale consumers will be effective
January 1, 2026.
f. Methodology: If and when Minneapolis seeks to change the methodology used in its Cost
of Service Model, Minneapolis agrees to meet with the JWC’s Contract Manager to
explain the potential changes to the currently accepted methodology prior to
Minneapolis finalizing a change.
g. Surcharge: In the event that the JWC’s daily purchase amount exceeds the maximum
daily amount defined in Section 3(a), the amount delivered above the maximum will be
charged at a surcharge rate of 115% of the JWC’s water rate.
9. Consumer Volume Restrictions.
The Minneapolis City Engineer or their appointed representative may declare an emergency
caused by shortage of water supply or lowering of water pressure in the water mains of
Minneapolis and decide upon the proper method and duration of restrictions necessary.
Restrictions imposed by Minneapolis Water Works upon its own customers shall be
simultaneously imposed by the JWC upon its customers. Minneapolis will not impose restrictions
on the JWC’s customers that are not imposed on Minneapolis customers, except in emergencies,
in which case such restrictions shall be imposed upon mutual agreement of the parties.
6
In the event the Minnesota Department of Natural Resources implements the Statewide Drought
Plan in response to low-flow conditions of the Mississippi River or drought conditions in the
Mississippi Headwaters watershed, Minneapolis and JWC shall implement appropriate water use
restrictions contained in their water supply plans with a goal of reducing water use to target goals
above January levels.
10. Indemnification by the JWC.
Except as to claims as to the quality of water prior to passing the Points of Connection for which
Minneapolis shall indemnify the JWC pursuant to Section 11, below, the JWC agrees, to the extent
permitted by law, to defend, indemnify and hold harmless Minneapolis, its officials, officers,
agents, volunteers, and employees from any and all liability, claims, causes of action, judgments,
damages, losses, costs or expenses, including reasonable attorneys’ fees, arising out of the JWC's
operations or the actions or neglect of the JWC's officers, employees or agents, relating to the
transport, use or disposal of water supplied pursuant to this Agreement, or from the use,
installation, maintenance and repair of the JWC's facilities downstream from the Points of
Connection of the Minneapolis distribution system to the JWC distribution system as set forth in
this Agreement, and will assume the defense of any actions arising therefrom in which
Minneapolis is made party defendant. Minneapolis shall give the JWC prompt notice of any such
action. The foregoing indemnification, and any liability assumed by the JWC as a result thereof,
shall be subject to the limits of liability and other provisions set forth in Minnesota Statutes,
Chapter 466. Nothing herein shall be construed as a waiver of said limits of liability.
11. Indemnification by Minneapolis.
Minneapolis agrees to defend, indemnify and hold harmless the JWC, its officials, officers, agents,
volunteers, and employees from any and all liability, claims, causes of action, judgments,
damages, losses, costs or expenses, including reasonable attorneys’ fees based on the quality of
the water supplied to the JWC by Minneapolis prior to passing the Points of Connection, which
arise from Minneapolis' operations or the actions or neglect of Minneapolis' officers, employees
or agents pursuant to this Agreement, or from the use, installation, maintenance and repair of
Minneapolis owned facilities inside or outside of Minneapolis or the reading of Minneapolis'
master meters in the JWC’s vaults as depicted in Exhibits 1 and 2 by Minneapolis personnel, and
will assume the defense of any actions arising therefrom in which the JWC is made a party
defendant. The JWC shall give Minneapolis prompt notice of such action. Minneapolis shall not
have any responsibility as to water quality problems or claims that relate to the quality of water
within the JWC when those problems or claims do not relate to the quality of water at the time it
was received by the JWC at the Points of Connection. The forgoing indemnification, and any
liability assumed by Minneapolis as a result thereof, shall be subject to the limits of liability and
other provisions set forth in Minnesota Statutes, Chapter 466. Nothing herein shall be construed
as a waiver of said limits of liability.
7
12. Amendment, Modification, or Waiver.
No amendment, modification or waiver of any condition, provision or term of this Agreement
shall be valid or of any effect unless made in writing, signed by the party or parties to be bound
or their duly authorized representative, and specifying with particularity the extent and nature of
such amendment, modification or waiver. Any waiver by either party of any breach or default of
this Agreement shall not impair or prejudice any right arising from any other breach or default.
13. Cancellation or Suspension of Service.
Minneapolis shall have the right to terminate potable water service to the JWC for any default or
breach of this Agreement by the JWC, but no such termination or suspension shall be made
without one hundred eighty (180) business days written notice, in the manner specified in Section
14. The written notice shall identify the specific provisions of the Agreement that Minneapolis
alleges the JWC has violated, and the JWC shall have a reasonable opportunity to remedy the
alleged breach or correct any condition cited by Minneapolis as a cause for termination.
When necessary to make repairs to, or changes in, its lines or system, Minneapolis may, without
incurring any liability therefore, suspend service for such periods as may be reasonably necessary
to make the repairs or changes. Unless such repairs or changes are due to an emergency,
Minneapolis agrees to provide the JWC with reasonable advance notice of the suspension in service
and the repairs and changes to be made, and to cooperate with the JWC to adjust the daily delivery
schedule in anticipation of the suspension of service. Minneapolis shall not incur liability for
interruptions in service which result from its inability to secure processing materials, breakdown
or damage to processing, pumping, transmission or distribution facilities, acts of war, sabotage,
work stoppage, labor disruptions or any other conditions or circumstances beyond Minneapolis’s
reasonable ability to control.
The JWC shall have the right to terminate potable water service from Minneapolis for any default
or breach of this Agreement by Minneapolis, but no such termination or suspension shall be made
without sixty (60) business days written notice, in the manner specified in Section 14. The written
notice shall identify the specific provisions of the Agreement that the JWC alleges Minneapolis
has violated, and Minneapolis shall have a reasonable opportunity to correct any condition cited
by the JWC as a cause for termination.
14. Notices.
Whenever written notice is required by this Agreement it shall be sent to the following Contract
Managers, or their successor:
For Minneapolis: Annika M. Bankston
Director, Water Treatment & Distribution
Department of Public Works
City of Minneapolis
350 South 5th Street, Room 203
Minneapolis, MN 55415
annika.bankston@minneapolismn.gov
8
For the JWC: Timothy J. Cruikshank,
Chair, Joint Water Commission
7800 Golden Valley Road
Golden Valley, MN 55427
TCruikshank@goldenvalleymn.gov
Notice shall be delivered in person, by courier, email with delivery and read receipt, or by U.S.
Postal Service, first class postage prepaid. For deliveries by U.S. Postal Service, deliveries shall be
assumed to have been received seven (7) days after deposit in a U.S. mailbox. Notice may also be
delivered by email when the same notice is contemporaneously delivered in person, by courier,
or by U.S. Postal Service, first class postage prepaid. Notwithstanding the former, email
notification without read receipt is for convenience purposes and does not constitute official
notice pursuant to this Agreement.
Either party may change its designated Contract Manager or the address thereof by written notice
as provided in this section.
15. Entire Agreement.
This Agreement, any attached exhibits and any addenda or amendments signed by the parties
shall constitute the entire agreement between the JWC and Minneapolis and supersedes any
other written or oral agreements between the JWC and Minneapolis.
16. Nondiscrimination.
The provisions of Minnesota Statute §181.59, Minneapolis Code of Ordinances §139.50, and any
applicable local ordinance relating to civil rights and discrimination shall be considered a part of
this Agreement as though fully set forth herein.
17. Counterparts/Electronic Signatures.
This Agreement may be executed in one or more counterparts, each of which will be deemed to
be an original copy of this Agreement and all of which, when taken together, will be deemed to
constitute one and the same agreement. The facsimile, email or other electronically delivered
signatures of the Parties shall be deemed to constitute original signatures, and facsimile or
electronic copies hereof shall be deemed to constitute duplicate originals.
18. Minnesota Laws Govern.
The laws of the State of Minnesota shall govern all questions and interpretations concerning the
validity and construction of this Agreement and the legal relations between the Parties and their
performance. The appropriate venue and jurisdiction for any litigation will be those courts
located within the County of Hennepin, State of Minnesota. Litigation, however, in the federal
courts involving the Parties will be in the appropriate federal court within the State of
Minnesota.
9
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in duplicate the
day and year first above written by their duly authorized representatives.
FOR THE JOINT WATER COMMISSION
By: ______________________________
Tim Cruickshank (Golden Valley)
By: ______________________________
Adam Bell (Crystal)
By: ______________________________
Reece Bertholf (New Hope)
FOR THE CITY OF MINNEAPOLIS, MINNESOTA
Approved: __________________________________
Department Head responsible for Contract Monitoring
for this Agreement
Countersigned: ______________________________
Finance Officer Designee
Approved as to Form
By: ______________________________________
Assistant City Attorney
8"W.M.8"W.M.48"D.M.XERXES AVE. N.44th AVE. N.
12"W.M.
GATE VALVE - MINNEAPOLIS RESPONSIBILITYEXHIBIT 1TO THE AGREEMENT BETWEEN THE CITY OF MINNEAPOLIS, MINNESOTAEXHIBIT #1
POINTS OF CONNECTION
MINNEAPOLIS RESPONSIBILITY
CITY OF CRYSTAL
24"W.M.
JWC OWNERSHIP
NO SCALE
(CITY OF MPLS)
JWC RESPONSIBILITY
AND JOINT WATER COMMISSION(EXCEPT METER)
48" STEEL TRANSMISSION MAIN
4121 BRUNSWICK AVE N.
CRYSTAL PUMP STATION
METER - MINNEAPOLIS RESPONSIBILITY
BUTTERFLY VALVE - JWC RESPONSIBILITY
METER - JWC RESPONSIBILITY
CURB
CURB
45th AVE. N.
CURB
CURB
CITY LIMIT
MINNEAPOLIS
MANHOLE
BUTTERFLY VALVE
MANHOLE
AIR RELEASE
VAULT
HYDRANT (JWC)
PTRGOLF COURSE
WIRTH
THEODOREEXHIBIT 2TO THE AGREEMENT BETWEEN THE CITY OF MINNEAPOLIS, MINNESOTAEXHIBIT #2
POINTS OF CONNECTION
MINNEAPOLIS RESPONSIBILITY24" D.I.P.24" D.I.P.JWC OWNERSHIP48" STEEL TRANSMISSION MAIN
(CITY OF MPLS)
NO SCALE
SKYLINE DRIVE
GOLDEN VALLEY RESERVOIRAND JOINT WATER COMMISSION(EXCEPT METER)W ITH ACCESS VAULT
FUTURE 48" BUTTERFLY VALVE
BUTTERFLY VALVE - MINNEAPOLIS RESPONSIBILITY
BUTTERFLY VALVE - JWC RESPONSIBILITY
JWC RESPONSIBILITY
METER MINNEAPOLIS RESPONSIBILITY
FUTURE 6" AIR RELEASE MH
6" AIR RELEASE MH
ACCESS MANW AY
CURB
I:\RFA\PUBWORKS\2023\Council\1029 42nd Ave Improvements\11‐13 Change Order No. 1 ‐ 42nd Ave Improvements\6.6 Q&R ‐ 1029 42nd Ave ‐ Change Order 1.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving Change Order No. 1 for $26,250.60 with GMH Asphalt Corporation for the 42nd Avenue
Infrastructure Improvements (Project No. 1029)
Requested Action
Staff recommends approval of Change Order No. 1 to the 42nd Avenue Infrastructure Improvements (Project
No. 1029) contract with GMH Asphalt Corporation in the amount of $26,250.60. Staff is available to respond
to any questions regarding the change order.
Policy/Past Practice
The City Council considers change orders when unforeseen circumstances arise, or changes are
recommended for a city project.
Background
The City Council awarded a contract to GMH Asphalt Corporation at the April 24, 2023 council meeting in
the amount of $2,576,553.37. Stantec engineers and construction management staff are providing oversight.
Change Order No. 1 includes the following items:
New Casting Assemblies, Adjustment rings, and Infrashield Liner.
The city has coordinated this type of work in the past as part of county overlay projects. Staff decided to work
with the contractor on the 42nd Avenue North (CSAH 9) due to the traffic detour, equipment on site, and
difficulties associated with removal and replacement in existing concrete pavement conditions. The work
involved removal of existing castings and rings, adding new HDPE adjustment rings, and placing new
casting assembly on storm and sanitary sewer manholes in the project limits. There was also an infrashield
line placed on the outside of sanitary sewer rings to help reduce inflow and infiltration (I & I). Cost =
$21,455.00 (Add to Contract).
Storm Sewer Casting Adjustments and Rings
As part of the mill and overlay improvements, existing storm sewer catch basin castings were to be replaced
with the project. The castings specified could not be added to the existing storm sewer catch basins due to
existing conditions. Those specified castings were returned, and new castings were selected. Also, the county
requested concrete adjustment rings be used in lieu of HDPE rings that were specified. Cost = $4,795.60 (Add
to Contract).
The total of these additions to the contract is $26,250.60. The city will use MSA funds to pay for their portion
of these two items, or $22,583.39. The county will use other allocated funds to pay for their portion of these
two items, or $3,667.21.
Agenda Section
Consent
Item Number
6.6
Funding
The updated total for the 42nd Avenue Improvement Project contract with GMH Asphalt Corporation is
$2,602,803.97 (Original contract amount: $2,576,553.37 + Change Order 1: $26,250.60). The city will use MSA
funds to pay for their portion of the change order.
Attachments
Resolution
City Engineer Memorandum
Change Order No. 1
City of New Hope
Resolution No. 23‐
Resolution approving Change Order No. 1 for $26,250.60 with
GMH Asphalt Corporation for the 42nd Avenue Infrastructure Improvements
(Project No. 1029)
WHEREAS, the city has received the request for Change Order No. 1 from Stantec Consulting Services for
GMH Asphalt Corporation for the 42nd Avenue Infrastructure Improvements (Project No. 1029)
for $26,250.60; and
WHEREAS, the items in Change Order No. 1 include new casting assemblies, adjustment rings, infrashield
liner, and storm sewer casting adjustments and rings; and
WHEREAS, the original contract with GMH Asphalt Corporation was in the amount of $2,576,553.37; and
WHEREAS, Change Order No. 1 increases the contract amount to $2,602,803.97; and
WHEREAS, Stantec Consulting Services and staff recommend approval of the change order; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the city of New Hope that Change Order No. 1
to the GMH Asphalt Corporation contract is approved with an add amount of $26,250.60 and
that all other respects of the contract shall remain in full force and effect according to its terms.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 13th day of
November, 2023.
______________________________
Mayor
Attest: ________________________
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
November 6, 2023
File:193805693
Attention: Bernie Weber, Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: Change Order No. 1 – 42nd Avenue North (CSAH 9) Improvements
City Project No: 1029
Dear Bernie,
As part of city and county improvements along 42nd Avenue North (CSAH 9) between Gettysburg
Avenue North and Winnetka Avenue North, additional work outside of the original project scope
were identified during construction requiring that required a change order to be processed. The
change order items are eligible for Municipal State Aid (MSA) funding, so this work was reviewed
by State Aid staff also. The above referenced change order relates to the following items:
(1)New casting assemblies, adjustment rings, and infrashield liner. The city has
coordinated this type of work in the past as part of county overlay projects. Staff
decided to work with the contractor on the 42nd Avenue North (CSAH 9) due to the
traffic detour, equipment on site, and difficulties with associated with removal and
replacement in existing concrete pavement conditions. The work involved removal of
existing castings and rings, adding new HDPE adjustment rings, and placing new
casting assembly on storm and sanitary sewer manholes in the project limits. There was
also an infrashield line placed on the outside of sanitary sewer rings to help reduce
inflow and infiltration (I & I). Cost = $21,455.00 (Add to Contract).
(2)As part of the mill and overlay improvements, existing storm sewer catchbasin castings
were to be replaced with the project. The castings specified could not be added to
the existing storm sewer catchbasins due to existing conditions. Those specified
castings were returned, and new castings were selected. Also, the county requested
concrete adjustment rings be used in lieu of HDPE rings that were specified. Cost =
$4,795.60 (Add to Contract).
The total of these additions to the contract is $26,250.60. The city will use MSA funds to pay for
their portion of these two items, or $22,583.39. The county will use other allocated funds to pay for
their portion of these two items, or $3,667.21.
November 6, 2023
Bernie Weber
Page 2 of 2
Reference: Change Order No. 1 – 42nd Avenue North (CSAH 9) Improvements
We recommend approval of the work described above and included in Change Order No. 1. If
you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
STANTEC CONSULTING SERVICES INC.
Dan D. Boyum, P.E.
Attachments: Change Order No. 1
CC: Reece Bertholf, Valorie Leone, Bernie Weber – New Hope; Stacy Woods – City Attorney; Ann
Ackerson, Zach Naslund – Stantec.
I:\RFA\City Manager\2023\compliance ck failures\7.1 Q ‐ liq failures 11.13.23.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treas.
Agenda Title
Appearance by licensees regarding liquor compliance check failures
Requested Action
Staff requests that Council take action as required under City Code regarding penalties for failing liquor
compliance checks.
Background
On October 16, 2023, the police department conducted liquor compliance checks at 16 establishments. There were
three businesses that failed the checks.
In accordance with city code, the businesses that failed have been invited to the Council Meeting regarding the
alleged violation. The licensee must admit or deny the allegation. Two of the alleged violations are considered
first violations and one is a second violation within 24 months.
Council Action
Mayor Hemken should call upon each business to address the Council to admit or deny the allegation of the
illegal sale. If a licensee does not attend the meeting, it is considered an admission of the allegation. A
representative from the police department will be in attendance if any questions arise. After closing the hearing,
a motion should be made to impose the fines per city ordinance.
Business Owner Address Violation
Viking Liquor Rajesh Sunar 7141 42nd Ave N Liquor – first
Los Sanchez Taqueria Santiago Sanchez Ortiz 7112 Bass Lake Road Liquor – first
Cinema Grill Zachary Pack 2749 Winnetka Ave N Liquor – second
Penalties
The fine for failing a liquor compliance check for a first violation within 24 months is $250 plus a 3‐day suspension
(may elect training in lieu of suspension for the 3‐day suspension). The fine for failing a second liquor compliance
check within 24 months is $750 plus a 15‐day suspension (may elect training in lieu of 10 of the 15‐day
suspension). The city charges $100 per business for the identification training class for all employees.
Following the hearing, the city clerk will mail the businesses a notice containing instructions on payment of the
fine and information regarding identification training.
Attachments
Notices of Initial Appearance and Incident Reports
City Code 10‐23
Agenda Section
Public Hearing
Item Number
7.1
Created: 2023-10-03 09:06:02 [EST]
(Supp. No. 61)
Page 1 of 2
Sec. 10-23. License suspension, revocation or civil fine.
Pursuant to Minn. Stat. § 340A.415, the city council may suspend for up to 60 days or revoke any license
issued under chapter 10 of this Code, impose a civil fine not to exceed $2,000.00, or impose any combination of
these sanctions against any licensee for the violation of any applicable state statute, regulation, or section of the
New Hope City Code relating to intoxicating liquor, wine or 3.2 percent malt liquor. No suspension, revocation or
fine shall take effect until the license holder has been afforded an opportunity for a hearing under the
Administrative Procedures Act set out in Minn. Stat. §§ 14.57 through 14.69 and section 1-2 of this Code. The
hearing is not required to be conducted before an employee of the office of administrative hearings.
(1) Compliance monitoring. The police department shall conduct unannounced compliance checks at least
once each calendar year at each licensed location where alcoholic beverages, both "on-sale" and "off-
sale" are sold within the city. Licensees and applicants shall be informed of this policy at the time of
license application and renewal. Violators of these regulations may be subject to more frequent
compliance monitoring than non-violating licensees. The police department shall make an annual
report to the city council on the compliance checks conducted pursuant to this section.
(2) Exemption. Only persons ages 18 through 20 years old may be enlisted to assist in the tests of
compliance. The person shall at all times act only under the direct supervision of a law enforcement
officer or an employee of the licensing department or in conjunction with an in-house program that
has been pre-approved by the police department. A person who purchases or attempts to purchase
alcoholic beverages while in this capacity is exempt from the penalties imposed by this section.
(3) Presumptive revocation. The council shall revoke a license on the first violation for the following
offenses:
a. Commission of a felony related to the license activity.
b. Sale of alcoholic beverages while a license is under suspension.
c. Sale of intoxicating liquor where the only license is for 3.2 percent malt liquor.
d. Violation of the nudity prohibition of section 10-4 of this Code.
(4) Proof of financial responsibility. Lapse of required proof of financial responsibility shall effect an
immediate suspension of any license issued pursuant to this Code or state law without further action of
the council. Notice of cancellation or lapse of a current liquor liability policy shall also constitute notice
to the licensee of the impending suspension of the license. The holder of a license who has received
notice of lapse of required insurance or of suspension or revocation of a license may request a hearing
thereon and, if a request is made in writing to the clerk, a hearing before the council shall be granted
within ten days. Any suspension under this section shall continue until the council determines that the
financial responsibility requirements of state law and this Code have again been met.
(5) Other sanctions. The following violations are subject to the sanctions described in subsection (6) of this
section. In all cases the council shall select which days a suspension will be served. Other mandatory
requirements may be imposed on the licensee, including, but not limited to, meetings with the police
department to present a plan of action to assure that problems will not continue, mandatory education
sessions involving all employees and employers with the police department or other actions that the
city council deems appropriate. On a first or second violation in regards to a sale to a minor or
underage person, the licensee may elect training in proper identification procedures in lieu of the
license suspension. The license suspension and training requirements shall be governed by and are
subject to the conditions set out in subsection 8-7(f)(2)b. of this Code.
a. Sale to a minor or underage person;
Created: 2023-10-03 09:06:02 [EST]
(Supp. No. 61)
Page 2 of 2
b. Sale after or before hours;
c. Consumption after hours;
d. Illegal gambling, prostitution, adult entertainment on premises;
e. Sale to obviously intoxicated persons;
f. Sale of liquor that is not permitted by the license;
g. Licensee fails to cooperate fully with police in investigating illegal acts upon licensed premises.
(6) Fine and license suspension/other sanctions:
a. First violation: $250.00 fine plus three-day license suspension.
b. Second violation within 24 months of prior violation: $750.00 fine plus 15-day license suspension.
c. Third violation within 24 months of two prior violations: $1,500.00 fine plus 30-day license
suspension.
d. Fourth violation within 24 months of three prior violations: Revocation of license.
e. Exception to license suspension. On a first or second violation of subsection (5)a. of this section, a
sale to a minor or underage person, the licensee may elect training in proper identification
procedures in lieu of the license suspension. The license suspension and training requirements
shall be governed by and are subject to the conditions set out in subsection 8-7(f)(2)b. of this
Code. The fine is still payable, however.
(7) The provisions of section 10-30 of this Code pertaining to administrative penalty may be imposed in
addition to or in lieu of any suspension or revocation under this Code.
(Ord. No. 15-02, § 2, 5-26-2015)
I:\RFA\PUBWORKS\2023\Council\1054 2021 Infrastructure Improvement Project\11‐13 Pub hearing res adopting assessments\7.2 Q ‐ proj 1054 adopt assessments.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution adopting assessments for improvement project no. 1054 (2021 Infrastructure Improvement Project)
Requested Action
Staff is requesting Council to adopt a resolution to adopt assessments for the 2021 Infrastructure
Improvement Project No. 1054.
Policy/Past Practice
Assessments are levied against benefitted, tax‐exempt properties, in accordance with New Hope’s assessment
policy.
Background
On February 22, 2021, Council awarded a contract to T.A. Schifsky and Sons for $1,203,715.68 for construction
of the infrastructure project. The project included utility, mill and overlay, and reclaim and overlay
improvements in the Lion’s Park neighborhood.
The city engineer has determined the total cost for the street and utility portion of the infrastructure project
including indirect costs is $1,577,254.00. Using New Hope’s assessment policy, the assessment rate for mill
and overlay improvements on non‐residential properties is $48.54 per foot, for single family residential
properties is $32.36 per foot, and for duplex/zero lot line residential properties is $21.03 per foot. The
assessment rate for reclaim and overlay improvements on non‐residential properties is $69.38 per foot, for
single family residential properties is $46.25 per foot, and for duplex/zero lot line residential properties is
$30.06 per foot. The 2021 infrastructure improvement project includes two tax exempt properties for
assessments (one of the two parcels are city‐owned). The total proposed assessment roll is $7,631.25 which is
lower than the estimated assessment roll of $9,596.40.
On October 9, 2023, Council approved a resolution declaring costs to be assessed and established a public
hearing to consider the assessments at the November 13, 2023, Council Meeting. The city clerk has notified
the property owners of the public hearing and the proposed assessments.
Funding
In addition to assessments, the project funding source includes street infrastructure fund, stormwater,
sanitary sewer and water funds.
Attachments
Resolution adopting assessment
Appendices
Map
Agenda Section
Public Hearing
Item Number
7.2
1
RESOLUTION NO. 23 - ___
RESOLUTION ADOPTING ASSESSMENT FOR
INFRASTRUCTURE IMPROVEMENT PROJECT NO. 1054
(2021 Infrastructure Improvements)
WHEREAS, pursuant to notice duly given as required by law, the City Council met on
November 13th, 2023 and heard and passed on all objections to the proposed assessment for the
2021 Infrastructure Improvement Project No. 1054, if any, and has amended such proposed
assessment as it deems just;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope
as follows:
1. Such proposed assessments are as follows:
Entity/Address Front Footage Assessment Rate Assessment
Amount
City of New Hope
(Lions Park)
3810 Oregon Ave. N.
PID 17-118-21-31-0080
Residential property
82.5 $46.25 $3,815.63
The Salvation Army
4860 Erickson Dr.
PID 07-118-21-32-0053
Residential property
82.5 $46.25 $3,815.63
The above proposed assessments are hereby accepted and shall constitute the special
assessment against the lands named therein, and each tract of land therein is hereby found
to be benefitted by the proposed improvement.
2. Such assessments shall be as follows:
a. The assessments shall be payable in equal biannual installments due and
payable on or before May 15th and October 15th of each year extending over a period of ten
(10) years, the first of said installments to be payable on or before May 15, 2024.
b. To the first installment shall be added interest at the rate of six percent (6%)
per annum on the entire principal amount of the assessment from the date of this Resolution
until December 31st of the year in which such installment is payable. To each subsequent
installment, when due there shall be added interest for one year at said rate on the unpaid
principal amount of the assessment.
2
c. The owner of any property so assessed may at any time prior to the
certification of the assessment or the first installment thereof to the County Auditor, pay
the whole of the principal amount of the assessment on such property with interest accrued
to the date of payment to the City Finance Director or Assessment Clerk, except that no
interest shall be charged if the entire assessment is paid within thirty (30) days from the
date hereof; and such property owner may at any time pay to the County Auditor the entire
principal amount of the assessment remaining due with interest accrued to December 31st
of the year in which said payment is made.
3. The City Clerk shall forthwith transmit a certified duplicate copy of this assessment
to the County Auditor to be extended on the tax list of the County.
Adopted by the City Council this 13th day of November, 2023.
____________________________________
Kathi Hemken, Mayor
Attest:_____________________________
Valerie Leone, City Clerk
P:\Attorney\SAS\1 Client Files\2 City of New Hope\99-61054 2021 Imp Project 1054\Resolution Adopting Assessment.docx
Commercial FF
Mill & Overlay Street Subtotal 798
Reclaim & Overlay Streets Subtotal 7,188 820
Total 1,618
Residential Rate = 2/3*Commercial Rate
Duplex/Zero Lot Line Residential Rate = 65%*Residential Rate
Estimated Cost = (Residential FF)*2/3*(Commercial Rate)+(Commercial FF)*(Commercial Rate)
2/3 x Residential FF +Commercial FF
Mill & Overlay Rates
2/3 x 13,959 +798
Commercial Rate = per FF
Single Family Residential Rate = per FF
Duplex/Zero Lot Line Residential Rate = per FF
Reclaim & Overlay Rates
2/3 x 7,188.00 +820.00
Commercial Rate = per FF
Residential Rate = per FF
Duplex/Zero Lot Line Residential Rate = per FF
$490,426.60 13,959
21,147
$389,361.34
$879,787.94
Appendix B-1
Final Post Construction Assessments
2021 Infrastructure Improvements
September 2023
Total Est Cost Residential FF
Commercial Rate =
Estimated Cost
$490,427
$48.54
Commercial Rate =
$32.36
$21.03
Commercial Rate =$389,361
$69.38
$46.25
$30.06
Property
Type Street Improvement
Front
Footage
Assessment
Rate
Assessment
Amount
1.
4860 Erickson Dr Residential Reclaim & Overlay 82.5 $46.25 $3,815.63
PID
Total Assessment $3,815.63
2.
Residential Reclaim & Overlay 82.5 $46.25 $3,815.63
PID 17-118-21-31-0080
Total Assessment $3,815.63
Total Assessment Value $7,631.25
07-118-21-32-0053
City of New Hope (Lions Park)
3810 Oregon Ave N
Appendix B-2
Final Post Construction Assessments
2021 Infrastructure Improvements
September 2023
Entity
The Salvation Army
Street Name From To
Residental
Properties
Residental
Properties
Front Footage
(82.5 LF /lot)
Multi Family
Units
Multi Family
Front Footage
(10.5 LF/Unit)
Commercial
Properties
Commercial
Property
Front Footage
Total
Residential
Front
Footage
Total
Commercial
Front
Footage
Total Front
Footage
Mill & Overlay
38TH OREGON CITY LIMIT 3 248 248 0 248
39TH OREGON MARYLAND 0 0 0
OREGON 42ND 39TH 40 3,300 32 336 3 267 3,636 267 3,903
OREGON 39TH 38TH 0 0 0
LOUISIANA 41ST MARYLAND 0 0 0
LOUISIANA 38TH 36TH 25 2,063 2,063 0 2,063
MARYLAND 42ND NEVADA 27 2,228 3 531 2,228 531 2,759
MARYLAND 39TH 36TH 21 1,733 56 588 2,321 0 2,321
39 1/2 OREGON NEVADA 3 248 248 0 248
41ST NEVADA CITY LIMIT 0 0 0
40TH OREGON LOUISIANA 10 825 825 0 825
NEVADA 42ND 39 1/2 29 2,393 2,393 0 2,393
41 1/2 OREGON NEVADA 0 0 0
ERICKSON 49TH CDS 0 0 0
Mill & Overlay Total 158 13,035 88 924 6 798 13,959 798 14,757
Street Name From To
Residental
Properties
Residental
Properties
Front Footage
(82.5 LF /lot)
Multi Family
Units
Multi Family
Front Footage
(10.5 LF/Unit)
Commercial
Properties
Commercial
Property
Front Footage
Total
Residential
Front
Footage
Total
Commercial
Front
Footage
Total Front
Footage
Reclaim & Overlay
38TH OREGON CITY LIMIT 0 0 0 0 0
39TH OREGON MARYLAND 9 743 743 0 743
OREGON 42ND 39TH 0 0 0
OREGON 39TH 38TH 7 578 578 0 578
LOUISIANA 41ST MARYLAND 28 2,310 2,310 0 2,310
LOUISIANA 38TH 36TH 0 0 0 0 0
MARYLAND 42ND NEVADA 0 0 0 0 0 0 0
MARYLAND 39TH 36TH 11 908 0 0 908 0 908
39 1/2 OREGON NEVADA 0 0 0 0 0
41ST NEVADA CITY LIMIT 5 413 1 309 413 309 722
40TH OREGON LOUISIANA 0 0 0 0 0
NEVADA 42ND 39 1/2 0 0 56 588 4 270 588 270 858
41 1/2 OREGON NEVADA 0 0 2 241 0 241 241
ERICKSON 49TH CDS 20 1,650 1,650 0 1,650
Reclaim and Overlay Total 80 6,600 56 588 7 820 7,188 820 8,008
Project Totals 238 19,635 144 1,512 13 1,618 21,147 1,618 22,765
Appendix B-3
Final Post Construction Assessments
2021 Infrastructure Improvements
September 2023
New HopePlymouth
Crystal
Robbinsdale
£¤169
PlymouthNew Hope49th Ave N
Flag Ave NErickson Dr48th Ave NEnsign Ave N47 1/2 Ave N
($$¯
Revised: 2020-09-22 By: dmerickson
V:\1938\active\193805078\GIS\Projects\Location_Map.mxd
Disclaimer: Stantec assumes no responsibility for data
supplied inelectronic format. The recipient accepts full
responsibility for verifying the accuracy and completeness
of the data. The recipient releases Stantec, its officers,
employees, consultants and agents, from any and all
claims arising in any way from the content or provision
of the data.New Hope, Minnesota
Location and Proposed Street Improvements
2021 Infrastructure Improvements Project
Figure 1 ³±9
New HopeCrystalCrystalLions ParkCP RailroadOregon Ave NNevada Ave NMaryland Ave N42nd Ave N
Louisiana Ave N40th Ave N
36th Ave N
38th Ave N
39th Ave N
41st Ave N
41 1/2 Ave N
39 1/2 Ave N
Louisiana Ave NMaryland Ave NProposed Street Improvements
Boring with Petromat
Boring withRXW Petromat
1.5" Mill and Overlay
1.5" Mill and Overlay (By Others)
Reclaim and Overlay
Full Reconstruction (By Others)
500 0 500250 Feet
1:6,000 (At original document size of 8.5x11)
Site 1
Site 2
Site 1 Site 2
Trail ImprovementsLiberty Park
I:\RFA\PUBWORKS\2023\Council\1106 PW Phase II Expansion\8.1 Q & R ‐ RFA Approve PS PW Facility Expansion Phase 2.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving plans and specifications and authorizing bids for Phase 2 Improvements at the
Public Works Facility (Improvement Project No. 1106)
Requested Action
Staff recommends approval of a resolution approving the plans and specifications and authorizing bids
for the Phase 2 improvements at the Public Works facility (Improvement Project No. 1106).
Policy/Past Practice
It is a past practice of staff to request direction from the City Council on potential improvement projects or
expansions to city facilities. The cost of a Public Works expansion was first identified in the city’s 2018 Capital
Improvement Plan. An update on planning the Phase 2 expansion was presented at the May 15, 2023 council
work session.
Background
Since construction in 1979, there have been several additions to the public works building/central garage
including in 2000, when a new garage bay, additional storage, office space, and a vehicle lift were added. Space
available at the central garage has reached capacity. Staff maintains approximately 173 pieces of equipment, 34
police vehicles, and several heavy‐duty trucks. There are 29 vehicles and pieces of equipment that are always
stored outside and 12 vehicles and pieces of equipment that are stored outside when not in use. Originally a full
expansion which intended to upgrade facilities and increase interior storage space for vehicles and equipment
was planned in 2016, but was postponed until at least 2020 due to the police station/city hall and pool/park
improvement projects. In 2020, the engineer prepared a feasibility report to determine estimated cost of all
necessary work, and it was determined that the project should be split into phase 1 and phase 2 improvements.
By phasing these improvements, the city avoids bonding for this work. Phase 1 improvements were completed
in 2021 and 2022 and included a new security system, cameras, and gates; new soils storage building and truck
storage renovation; pavement replacement; mechanics bay air conditioning, parts room renovation, repaint
wall, sealer, and parking spaces; relocated fitness room; and trench drain replacement.
The city has been allocating funds to pay for the Phase 2 improvements with the intent to avoid bonding for
the improvements. Phase 2 improvements are scheduled to begin construction in 2024. A breakdown of the
Phase 2 improvements is listed below:
Public Works Facility expansion with approximately 20,000 square‐feet of new garage/equipment
storage.
Renovation of the existing garage/equipment storage space to improve vehicle circulation and
equipment storage.
Provide a new fuel dispensing system for diesel fuel and unleaded gasoline adjacent to the new
garage/equipment storage addition.
Agenda Section
Development &
Planning
Item Number
8.1
Security improvements both inside and out at the building expansion.
Remove existing overhead door and enlarge opening.
Installation of electric vehicle charging stations.
Pavement replacement and site improvements on the remaining areas not addressed with the Phase 1
improvements.
Estimated Total Cost
The estimated total base bid project cost for these improvements, including indirect costs, is currently
estimated to be $6,164,156.75. This amount is more than the previous estimate of $6,050,772.80. Besides
material cost increases, there has been additional fill, granular borrow, and curb and gutter needed due to
elevation connections between the new building expansion and the existing site. The estimated project cost for
the alternate related to the bituminous maintenance strip is $12,186. A full breakdown of project costs and
plans are attached.
If the council chooses to move ahead with this project, approval of plans and specifications and authorization
to advertise for contractor bids could be given at the November 13, 2023, council meeting. Bids could then be
received on December 14, 2023, and brought back to the council for review at the January 8, 2024, meeting.
Funding
The updated estimate for the total base bid including indirect costs is $6,164,156.75. Of that amount, the city
has saved $5,767,592 in the central garage fund, leaving $396,654.75 to be covered with other sources. Starting
in 2018, the city started charging out a building replacement charge each year to help fund this project. This
charge will cover the overage.
Funding Summary
Base Bid Improvement Item: Item Total:
Public Works Facility Building Expansion $4,250,000.00
Security System Improvements $42,600.00
New Fuel Dispensing System $404,000.00
Remove Overhead Door & Enlarge Opening $26,500.00
Electric Vehicle Charging Stations $28,860.00
Pavement Replacement & Site Improvements $590,785.00
Subtotal Estimated Opinion of Probable Construction Cost $5,342,745.00
+ 10% Contingency $534,274.50
+ 5% Indirect Costs $267,137.25
+ Construction Testing $20,000.00
Total Estimated Opinion of Probable Project Cost $6,164,156.75
Alternate 1 Improvement Item Total:
Bituminous Maintenance Strip ‐ North Storage Area $12,186.00
Attachments
Resolution
Abdo Memorandum
Engineering Memorandum
Plans & Specifications
City of New Hope
Resolution 23‐
Resolution approving plans and specifications and authorizing bids
for Phase 2 Improvements at the Public Works Facility
(Improvement Project No. 1106)
WHEREAS, the city engineer has presented plans and specifications for the Phase 2 improvements at the
Public Works facility to the City Council for approval; and,
WHEREAS, the City Council approves of the plans and specifications of the proposed Phase 2
improvements at the Public Works facility (Improvement Project No. 1106); and,
WHEREAS, the City Council authorizes the advertisement for contractor bids for the completion of the
proposed Phase 2 improvements at the Public Works facility (Improvement Project No. 1106).
NOW, THEREFORE, BE IT RESOLVED:
1. Plans and specifications of the proposed Phase 2 improvements at the Public Works facility
(Improvement Project No. 1106), heretofore prepared by the City Engineer, have this day
been presented to the Council and such plans and specifications are hereby approved, and a
copy thereof shall be placed on file in the office of the City Clerk.
2. The City Council authorizes the advertisement for bids.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 13th day of
November, 2023.
Mayor
Attest:
City Clerk
MEMO
TO: TIM HOYT
FROM: ERIN ENSTAD, ABDO FINANCIAL SOLUTIONS
SUBJECT: FUNDING FOR THE PHASE 2 PUBLIC WORKS FACILITY IMPROVEMENTS
DATE: MAY 15, 2023
BACKGROUND
Recently, the City received an update for the phase two public works facility improvement project. The updated opinion of
probable costs from Stantec was $6,050,772.80. Of that amount, the City has saved $5,767,592 in the central garage
fund, leaving $283,180.80 to be covered with other sources. Starting in 2018, the City started charging out a building
replacement charge each year to help fund this project. This charge will cover the overage.
RECOMMENDATIONS
We recommend the City Council continue to charge out a building replacement charge to cover the overage.
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
November 7, 2023
File: 193806297
Attention: Bernie Weber, Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: Public Works Facility – Phase 2 Expansion
Approve Plans and Specifications; Authorize to
Bid City Project No. 1106
Dear Bernie,
As requested, we have prepared plans and specifications for the Public Works Facility – Phase 2
Expansion project. The project consists of base bid improvements including the building
expansion, security system improvements, new fuel dispensing system, remove existing overhead
door and enlarge opening, electric vehicle charging stations, and pavement replacement/site
improvements.
An alternate was prepared for a bituminous maintenance strip between the curb and gutter and
existing fence along the north side of the outdoor storage area.
A discussion on the Phase 2 Expansion was prepared and presented for this project at the May 15,
2023, Council Work Session. The Council authorized preparation of plans and specifications at that
meeting.
The building construction industry continues to see variances in material pricing. We anticipate
we will see increases in materials costs used for this project. The estimated total base bid project
cost for these improvements, including indirect costs, is currently estimated to be $6,164,156.75.
This amount is more than the previous estimate of $6,050,772.80. Besides material cost increases,
there has been additional fill, granular borrow, and curb and gutter needed due to elevation
connections between the new building expansion and the existing site. The estimated project
cost for the alternate related to the bituminous maintenance strip is $12,186.00. The breakdown of
project costs and plans are attached.
If Council chooses to move forward with this project, approval of plans and specifications and
authorization to advertise for contractor bids could be given at the November 13, 2023, Council
meeting. Bids could then be received on December 14, 2023, and brought back to Council for
review at the January 8, 2024, Council meeting.
November 7, 2023
Mr. Bernie Weber
Page 2 of 2
Reference:Public Works Facility – Phase 2 Expansion - Approve Plans and Specifications;
Authorize to Bid
Most of the work under this contract will be completed during spring, summer, and fall of 2024. If
you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
Stantec Consulting Services Inc.
Dan D. Boyum, P.E.
City Engineer
dan.boyum@stantec.com
Attachments: Cost Estimate and Plans
Cc: Reece Bertholf, Valerie Leone, Andrew Kramer, Dave Lemke, Matt Rowedder, and Nick Macklem – New Hope; Stacy Woods - Jensen Sondrall
Persellin & Woods, P.A.; Bruce Paulson – Stantec.
PROJECT: New Hope Public Works - Phase 2 Expansion PROJECT NO: 193806297
CLIENT: City of New Hope, MN DATE: November 13, 2023
PAGE TITLE: Preliminary Opinion of Probable Construction Costs
Total Item
Unit Quantity Per Unit Total
New public works facility building expansion SF 20,000 $165.00 $3,300,000.00
New mechanical systems SF 20,000 $19.00 $380,000.00
New plumbing systems SF 20,000 $7.00 $140,000.00
New electrical systems SF 20,000 $16.00 $320,000.00
Soils correction at east half of building CY 2,200 $50.00 $110,000.00
Subtotal $4,250,000.00
Relocate south security gate - vertical pivot operators EA 1 $16,500.00 $16,500.00
New chain link security fence LF 290 $90.00 $26,100.00
Subtotal $42,600.00
LS 1 $21,000.00 $21,000.00
LS 1 $275,000.00 $275,000.00
New concrete pavement at fuel dispensing system SF 9,000 $12.00 $108,000.00
Subtotal $404,000.00
Remove existing overhead door, tracks, and motor operator EA 1 $1,500.00 $1,500.00
Enlarge wall opening to 24' wide by 18' high EA 1 $25,000.00 $25,000.00
Subtotal $26,500.00
Provide wall mounted heavy duty with RFID EA 6 $4,810.00 $28,860.00
Subtotal $28,860.00
New fuel dispensing system for diesel and unleaded gasoline;
concrete island with bollards; and (2) 10,000 gallon underground
fuel storage tanks; (2) fuel dispensers with two hoses per
dispenser; card reader controller for fuel dispensing; fuel tank
monitoring system; all necessary electrical conduits and wiring; all
necessary underground plumbing piping and vents
Electric Vehicle Charging Stations
New Fuel Dispensing System
ITEM
Public Works Facility Building Expansion
Security System Improvements
Remove Overhead Door and Enlarge Opening
Remove existing fuel dispensing system, concrete island, and
underground fuel storage tanks
1 of 4
PROJECT: New Hope Public Works - Phase 2 Expansion PROJECT NO: 193806297
CLIENT: City of New Hope, MN DATE: November 13, 2023
PAGE TITLE: Preliminary Opinion of Probable Construction Costs
Total Item
Unit Quantity Per Unit TotalITEM
LS 1 $28,240.00 $28,130.00
Street Sweeper With Pickup Broom HR 20 $175.00 $3,500.00
Inlet Protection EA 2 $300.00 $600.00
Silt Fence, Type Machine Sliced LF 250 $5.00 $1,250.00
Rock Construction Entrance LS 1 $3,000.00 $3,000.00
Erosion Control Blanket SY 900 $2.50 $2,250.00
SY 6,200 $5.00 $31,000.00
Remove Bituminous Maintenance Strip CY 30 $50.00 $1,500.00
LF 955 $12.00 $11,460.00
Remove Concrete Pavement (Special)SF 650 $4.00 $2,600.00
Remove Concrete Pavement SF 889 $4.00 $1,500.00
Remove 6' Tall Fence LF 661 $10.00 $6,610.00
Salvage Overhead Light EA 1 $600.00 $600.00
Remove and Replace Property Iron LS 1 $700.00 $700.00
Remove Tree - Clear and Grub EA 10 $660.00 $6,600.00
Grubbing Special EA 1 $160.00 $160.00
Remove Brush LS 1 $600.00 $600.00
Remove Sanitary Service Pipe LF 80 $15.00 $1,200.00
Bulkhead Sanitary service EA 1 $500.00 $500.00
LF 0 $100.00 $0.00
Adjust Storm Structure EA 2 $750.00 $1,500.00
6" Perf. Draintile LF 120 $30.00 $3,600.00
Connect Draintile to Ex. Structure EA 2 $500.00 $1,000.00
6" PVC Cleanout EA 2 $200.00 $400.00
CY 300 $40.00 $12,000.00
Common Borrow (CV)CY 2,620 $15.00 $39,300.00
SY 5,860 $3.00 $17,580.00
CY 1,660 $32.00 $53,120.00
TN 2,690 $25.00 $67,250.00
Aggregate for Bituminous Maintenance Strip TN 42 $60.00 $2,520.00
Bitumiouns Wear for Maintenance Strip TN 21 $250.00 $5,250.00
Select Granular Borrow (CV)
Place Reclaimed Aggregate Base
Mobilization
Reclaim Bituminous Pavement
Remove Curb and Gutter
Geotextile Fabric
Storm Sewer Pipe and Structures
Common Excavation (P)
Pavement Replacement/Site Improvements
2 of 4
PROJECT: New Hope Public Works - Phase 2 Expansion PROJECT NO: 193806297
CLIENT: City of New Hope, MN DATE: November 13, 2023
PAGE TITLE: Preliminary Opinion of Probable Construction Costs
Total Item
Unit Quantity Per Unit TotalITEM
TN 671 $110.00 $73,810.00
TN 504 $145.00 $73,080.00
GAL 280 $5.00 $1,400.00
LF 1,080 $1.50 $1,620.00
Loam Topsoil Borrow (LV)CY 89 $50.00 $4,450.00
Modular Retaining Wall SF 250 $50.00 $12,500.00
LF 1,080 $33.00 $35,640.00
4" Concrete Walk SF 667 $15.00 $10,005.00
8" Concrete Pavement SY 190 $185.00 $35,150.00
Deciduous or Coniferous Tree EA 10 $900.00 $9,000.00
Landscape bush EA 13 $150.00 $1,950.00
6' Tall Fence with Opacity Slats LF 450 $50.00 $22,500.00
LF 1,200 $2.00 $2,400.00
Subtotal $590,785.00
Alternate 1 - Bituminous Maintenance Strip - North Storage Area
Item Unit Qty Unit Price Amount
Common Excavation (P)CY 19 270 $5,130.00
Aggregate Base TN 28 66 $1,848.00
Bituminous Wear TN 14 372 $5,208.00
Subtotal $12,186.00
New pavement markings
Bituminous Base
Bituminous Wear
Bituminous Tack
Bituminous Mastic
Curb and Gutter
3 of 4
PROJECT: New Hope Public Works - Phase 2 Expansion PROJECT NO: 193806297
CLIENT: City of New Hope, MN DATE: November 13, 2023
PAGE TITLE: Preliminary Opinion of Probable Construction Costs
Total Item
Unit Quantity Per Unit TotalITEM
Summary
Public Works Facility Building Expansion $4,250,000.00
Security System Improvements $42,600.00
New Fuel Dispensing System $404,000.00
Remove Overhead Door and Enlarge Opening $26,500.00
Electric Vehicle Charging Stations $28,860.00
Pavement Replacement/Site Improvements $590,785.00
Subtotal Estimated Opinion of Probable Construction Cost $5,342,745.00
+ 10% Contingency $534,274.50
+ 5% Indirect Costs $267,137.25
+ Construction Testing $20,000.00
Total Estimated Opinion of Probable Project Cost $6,164,156.75
Alternate 1 - Bituminous Maintenance Strip - North Storage Area $12,186.00
4 of 4
Tract 1
Tract 2
62ND AVENUE NORTH
49TH AVENUE NORTH
42ND AVENUE
(CO RD 9)
BASS
L
A
K
E
R
O
A
D
(C
O
R
D
1
0
)
NORTH
CP RAIL
CP R
A
I
L
TRUNK HIGHWAY 169TRUNK HIGHWAY 169BOONE AVENUE NORTHWINNETKAAVENUE NORTHWEST
BROADWAY
(CO
RD
8
)
LOUISIANA AVENUE NORTHAREA
PROJECT XYLON AVE NAVE N48THNEVADA AVE NAVE N
OREGON AVE N
RHODE ISLANDAVE N
601/2 AVE N
PL CIRAVEDECATUR AVE NCIR DECATURCIR
AVE N
AVE N
AVE NAQUILA AVE N
AVE N
CIR N
AVE N AVE NWESTRD
EAST
CIR
CIR
CIR. N
AVE NAVE
AVE. NLANE
PLAC
E
N
40TH AVE N
AVE NXYLONZ
EA
L
AND AVE NWISCONSIN
VIR
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N
I
A UTAH AVE N381/2
HOPEWOOD LA
E
N
S
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N
A
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N
NORTHWOO
D
P
K
W
Y
BOONE AVE N41ST AVE
401/2 AVE NCAVELL DECATUR ENSIGN AVE NFLAG AVE N AV
E
NJORDA
N
JORDAN AVE N401/
2
41ST AVE N
JORDAN
AVE
N AVE
JORDAN
ROCKFORD ROADFLAG AVE N44THINDEPENDENCE AVE NINDGETTYSBURG AVE NINDEP
E
N
D
E
N
C
E
44TH
45TH AVE N
XYLON AVE N42ND AVE N
AVE QUEBEC AVE
N
39TH AVE N
40TH AVE N
MARYLAND
43RD AVE N
43RD AVE N
MARYLAND AVE N AVE N44TH
43RD AVE N
AVE N
QUEBEC AVE NNEVADA AVE NLOUISIANA AVE NOREGON AVE N41ST AVE. N.
49TH AVE N
AVE N AVE N471/2CIR471/2PL AVE N
48TH AVE N
47TH AVE N
451/2 AVE NSUMTER 46TH AVE N RHODE ISLAND 47TH AVE N
47 1/2 AVE N
48TH
48TH AVE N AVE NQUEB
E
C
AVE N46THOREGON AVE NNEVADAMARYLAND AVE NC. P. RAIL SYSTEMLOUISIANA AVE N52ND AVE N
53RD AVE N
MARYLAND AVE N5
3
R
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A
V
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N QUEBEC AVE NAN
G
E
L
I
N
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AQUILA AVE NVIR. AVE NXYLON AQUILA AVE N48TH AVE N
ZEALAND AVE N47TH AVE N
49TH AVE N
DEL DR
46 1/2 AVE NDRIVEERICKS
O
N
PLB
O
O
N
E AVE NDECATUR AVE NENSIGNFLAG AVE N48TH AVE DECATUR
AVE
N
471/2 AVE N
47TH AVE N
BOONE AVE N AVE
N
46THENSIGN
AVE
N
F
LAG
AVE
N
46TH AVE
47TH AVE N
AVE
NGETTYSBURG AVE
NHILLSBORO AVE
N
46TH
AVE N
45TH HILLSBORO AVE NBOONE AVE N51ST AVE N
50TH
51ST
52ND AVE N
SCIENCE CENTER DR
WINNETKA AVE NVIR
VIRGINIA AVE NWISCONSINXYLON AVE N50TH AVE N
51ST AVE N
YUKO
N AVE YUKONZEALAND AVE NFAIRVIEW
ZEALAND
50TH AVE N
(Co. Rd. 156)54TH AVE N WISCONSIN BOO
N
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56TH AVE N
Co
.
R
d
.
1
0
BASS
L
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58TH
A
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YUKON AVE NXYLON AVE N55TH AVE N
UTAH AVE NWIS AVE NXYLON AVE NZEALAND AVE N PKWY
INTERNATIONAL CENTER
PKWYINTE
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RESEARCH CTRSTATE HIGHWAY 169HARLAN DRBURGALLAN
AVE HILLSBOROINDEPENDENCE AVE N AVE
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61STCIRBASSCRE
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59TH
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HILLSBORO GETTYSBURG AVE ENSIGN AVE NDECATUR AVE NCAVELL AVE N60TH AVE N
BOONE AVE N61ST AVE N
61 1/2
LAKEUTAH WISVIR AVE N59 1/2
61ST AVE N
VIRGINIA AVE NLA
K
E
RD
N
YUKON AVE N611/2 AVE N
62ND AVE N
ZEALAND AVE N601/2 AVE N
MEAD
O
W
MEADOW
RD WAQUILA AVE NMEAD
O
W
L
A
K
E
P
L WEST BROADWAY
57TH AVE N
CLOVERDALE AVE N
58TH AVE N
56TH AVE N
54TH AVE NLOUISIANA AVE NOREGON AVE NAVE N58TH
MARYLAND AVE NPENNSYLVANIA AVE NRHODE ISLANDSUMTER AVE N55TH AVE N
RAPHAELST AVE NSUMTER AVE N60TH AVE N
MARYLAND AVE NLOUISIANA59TH AVE N
C.S
.A
.H
.
8 AVE NQUEBECISLAND RHODEN61ST AVE SUMTER AVE N
61ST
SUM
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60TH AVE N
SHIR
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NEVADA AVE NOREGON PENNSYLVANIA AVE N AVE NRHODE ISLAND AVE NQUEBECJERSEY58TH KENTUCKY LOMBARDY
60TH AVE N
KENTUCKY AVE N59TH AVE N
DUDLEY AVE NZEALAND AVE NAVE. NAVE NAVE N AVE N AVE NC. P. RAIL SYSTEM
AVE NXYLONYUKON45TH
RESEA
R
C
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HILLS
-
BORO
GETTYSCIR.LAKE
R
D
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AVE. N
AVE
N
45TH
AVE N AVE N AVE NAVE NMEADOWAVE N
AVE NCIR
AVE N
AVE
N
AVE N
39 1/2ENSIGN AVE NVIRGINIA AVE NUTAH AVENUE NVIRGINIA AVENUE NAQUILA AVE NCAVELL AVENUE N62ND AVE N
WAYALICEELM GROVE AVENUE601/2 AVE N
VICINITY MAP
SHEET INDEX
GENERAL
G001 PROJECT TITLE SHEET
G002 ARCHITECTURAL ABBREVIATIONS, INDICATION OF MATERIALS,
AND SYMBOLS
CIVIL
C001 CIVIL LEGEND AND ABBREVIATIONS
C002 EXISTING CONDITIONS AND REMOVAL PLAN
C101 SITE PLAN
C301 SITE PLAN
C701 SITE PLAN SECTIONS
C801 CIVIL SITE DETAILS
C802 CIVIL SITE DETAILS
ARCHITECTURAL
A001 EXISTING MAIN LEVEL FLOOR PLAN
J101 DEMOLITION PLANS AND ELEVATION
A101 MAIN LEVEL FLOOR PLAN
A201 EXTERIOR ELEVATIONS
A301 SECTIONS
A501 DETAILS
A601 SCHEDULES
A801 ROOF PLAN
A802 ROOF DETAILS
STRUCTURAL
S001 STRUCTURAL NOTES-I
S002 STRUCTURAL NOTES-II
S101 FOUNDATION PLAN
S201 ROOF FRAMING PLAN
S301 BUILDING SECTIONS
S501 STRUCTURAL DETAILS-I
S502 STRUCTURAL DETAILS-II
FIRE PROTECTION
FP101 FIRE PROTECTION PLAN
CITY HALL
4401 XYLON
AVENUE NORTH
N
PROJECT LOCATION
5500 INTERNATIONAL
PARKWAY
KATHI HEMKEN MAYOR
JOHN ELDER COUNCIL MEMBER
ANDY HOFFE COUNCIL MEMBER
MICHAEL ISENBERG COUNCIL MEMBER
JONATHAN LONDON COUNCIL MEMBER
KIRK McDONALD CITY MANAGER
BERNIE WEBER DIRECTOR OF PUBLIC WORKS
SUSAN RADER DIRECTOR OF PARKS AND RECREATION
STACY WOODS CITY ATTORNEY
PLUMBING
P001 PLUMBING COVER SHEET
P100 UNDERSLAB PLUMBING PLAN
P101 PLUMBING PLAN
P501 PLUMBING DETAILS
P502 PLUMBING ISOMETRICS
MECHANICAL
M001 MECHANICAL COVER SHEET
M101 MECHANICAL PLAN
M102 MECHANICAL ROOF PLAN
M501 MECHANICAL DETAILS
M601 MECHANICAL SCHEDULES
ELECTRICAL
E001 ELECTRICAL SYMBOLS SHEET
E101 SITE PLAN
E201 ELECTRICAL MAIN LEVEL LIGHTING PLAN
E301 ELECTRICAL MAIN LEVEL POWER PLAN
E302 ELECTRICAL ROOF LEVEL POWER PLAN
E401 ELECTRICAL MAIN LEVEL SYSTEMS PLAN
E701 ELECTRICAL ONE-LINE DIAGRAM
E801 ELECTRICAL DETAILS
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 12:58pmDrawing name: \\us0291-ppfss01\shared_projects\193806297\CAD\Dwg\193806297-G001.dwgXrefs:, 193806297-BDR, BPPTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MNPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comMINNESOTANOVEMBER 13, 2023CITY OF NEW HOPE PUBLIC
WORKS FACILITY PHASE 2
EXPANSION
CITY PROJECT NO. 1106
STANTEC PROJECT NO. 193806297
2023
G001 PROJECT TITLE SHEETBPP
BPPARCHITECTBRUCE P. PAULSON20910
LC
@
#
∅
<
&
INDICATION OF MATERIALS
PARTICLE BOARD
GYPSUM BOARD,
PLASTER, SAND,
CARPET
METAL
FRAMING
WOOD BLOCKING OR
OR QUARRY)
TILE (CERAMIC
MASONRY UNIT
CONCRETE
IN PLACE/PRECAST
CONCRETE - CAST
FILLS
EARTHWORK
EXPANSION MATERIAL
ACOUSTICAL MATERIAL
INSULATION
PLYWOOD
WOOD (FINISH)
STONE
BRICK
TERRAZZO
GRADE
W
V
U
M
E
SYMBOLS
ARCHITECTURAL ABBREVIATIONS
A
B
C
D
F
G
H
I
J
K
L
N
O
P
Q
R
S
T
1
L
COLUMN GRID LINES
REFERENCE TO DETAIL ON LARGE SHEET
Detail Number
Sheet Number
1
A501
ROOM IDENTIFICATION
OFFICE
Room Name
Room Number
Floor
DRAWING SHEET NUMBERS Dimension Line
Note Leaders
Match Line
Center Line-C
Or Fin. Fl. Line
Existing Partitions
To Be Removed.
Existing Partitions
To Remain.
New Window
Relocate Existing RE
OR
Existing Door
To Be Removed.
And Frame
L
(Example Shows
Indicate New Material
Hatching Will
Metal Stud Partition)
DISCIPLINE
DETAIL ELEVATION
MISCELLANEOUS IDENTIFICATION
New Door In
Existing Wall
Existing Plumbing Fixtures,
Casework, Or Equipment
To Be Removed
To Remain
Casework, Or Equipment
Existing Plumbing Fixtures,
New Partition W/
Reference Bubble
1
Revision Triangle &
Cloud For Area Revised
By Bulletin Or Addenda
1 Key Note
102A
Door
Number - See
Room Opening
Schedule
To Remain E Existing Door
Door, Frame and
Hardware
SHEET NUMBER
FLOOR OR
07 Medical Equipment
Reference Bubble -
See Project Manual
Medical Equipment
Schedule For Description
Of Equipment
1
A
EXISTING
126
Existing Window
To Be Removed.
New Louver
L
1
A201
Broken Line Line
Above Or Below Or
N.I.C. Or
Future Equipment
AND
ANGLE
AT
CENTER LINE
PHASE OR DIAMETER
POUND OR NUMBER
AB ANCHOR BOLT
ACFL ACCESS FLOOR
ACOUS ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICAN DISABILITIES ACT
ADD ADDENDUM
ADDL ADDITIONAL
ADJ ADJUST/ABLE
ADJ ADJACENT
ADMIN ADMINISTRATION
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
AMEND AMENDMENT
ANUN ANNUNCIATOR
AP ACCESS PANEL
APC ARCHITECTURAL PRECAST CONCRETE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
AUTO AUTOMATIC
AWT ACOUSTICAL WALL TREATMENT
BA BUILDING ACCESSORY
BBD BULLETIN BOARD
BC BRICK COURSES
BD BOARD
BFE BOTTOM FOOTING ELEVATION
BG BUMPER GUARD
BIT BITUMINOUS
BKT BRACKET
BLDG BUILDING
BLKG BLOCKING
BLT BORROWED LIGHT
BLW BELOW
BM BEAM
BO BY OWNER
BOF BY OWNER FUTURE
BOT BOTTOM
BR BRICK
BRG BEARING
BRL BRICK LEDGE
BSMT BASEMENT
BTWN BETWEEN
BULL BULLETIN
BUR BUILT-UP ROOFING
C CHANNEL
CDISP CUP DISPENSER
CAB CABINET
CG CORNER GUARD
CH COAT HOOK
CJT CONTROL/CONTRACTION JOINT
CL CENTER LINE
CCTV CLOSED CIRCUIT TELEVISION
CD COILING DOOR
CG COILING GRILLE
CL CLASS
CLG CEILING
CLR CLEAR
CM CONSTRUCTION MANAGER
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CO CASED OPENING
COL COLUMN
COMB COMBINATION/-ED
CONC CONCRETE
CONF CONFERENCE
CONN CONNECT/-ED,/-ION
CONST CONSTRUCTION
CONT CONTINUE/OUS
CONTR CONTRACT/OR
COORD COORDINATE
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
CTR CENTER
CTSK COUNTERSUNK
CTOP COUNTERTOP
CUH CABINET UNIT HEATER
CW CURTAIN WALL
CW COLD WATER
CYL CYLINDER
D DEPTH OR DEEP
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL/S
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIFF DIFFUSER
DIM DIMENSION
DISP DISPENSER
DIST DISTRIBUTION
DIV DIVISION
DJT DUMMY JOINT
DN DOWN
DP DEMOUNTABLE PARTITION
DP DATA PROCESSING
DR DOOR
DS DOWNSPOUT
DW DUMBWAITER
DWG DRAWING
DWLS DOWELS
EXIST EXISTING
EC ELECTRIC CABINET
EF EXHAUST FAN
EIFS EXTERIOR INSULATION
AND FINISH SYSTEM
EJT EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMERG EMERGENCY
ENCL ENCLOSURE
ENTR ENTRANCE
EO ELECTRICAL OUTLET
EQ EQUAL
EQUIP EQUIPMENT
ES END SECTION
EWC ELECTRIC WATER COOLER
EXA EXHAUST AIR
EXC EXCAVATE/-ED/-ION
EXH EXHAUST HOOD
EXP EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FB FIRE BLANKET
FBR FACE BRICK
FD FLOOR DRAIN
FDN FOUNDATION
FDV FIRE DEPARTMENT VALVE
FE FIRE EXTINGUISHER
FGS FOAM GASKET SEAL
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FHV FIRE HOSE VALVE
FIN FINISH
FIXT FIXTURE
FL FLOOR
FL FLOW LINE
FLASH FLASHING
FLEX FLEXIBLE
FLG FLANGE
FLUOR FLUORESCENT
FP FIRE PROOFING
FRMG FRAMING
FS FULL SIZE
FS FLOOR SINK
FSTOP FIRESTOPPING
FT FOOT/FEET
FTG FOOTING
FTR FIN TUBE RADIATION
FURR FURRING
FUT FUTURE
GA GAUGE
GAL GALLONS
GALV GALVANIZED
GB GRAB BAR
GB GRADE BEAM
GC GENERAL CONTRACTOR
GEN GENERATOR
GEN GENERAL
GL GLASS
GMU GLASS MASONRY UNIT
GR GRADE
GYB GYPSUM BOARD
GYP SHTG GYPSUM SHEATHING
H HEIGHT
HB HOSE BIB
HD HAND DRYER
HDCP HANDICAP
HDR HEADER
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPT HIGHPOINT
HR HANDRAIL
HT HEIGHT
HTR HEATER
HVAC HEATING, VENTILATING, AIR
CONDITIONING
HW HOT WATER
HWD HARDWOOD
IC INTERCOM
ID INSIDE DIAMETER
IM-FP INTUMESCENT MASTIC FIREPROOFING
IN INCH
INSUL INSULATION
INT INTERIOR
ISO ISOLATION
JAN JANITOR
JB JUNCTION BOX
JST JOIST
JT JOINT
KO KNOCK OUT
L ANGLE
L LAVATORY
LAV LAVATORY
LB POUND
LCD LINEAR CEILING DIFFUSER
LF LINE FIGURED
LIN LINEAR
LKR LOCKER
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LMC LINEAR METAL CEILING
LOC LOCATION OR LOCATE
LPT LOW POINT
LS LAWN SPRINKLING
LT LIGHT
LTG LIGHTING
LVR LOUVER
LWC LINEAR WOOD CEILING
M MIDDLE
MAN MANUAL
MATL MATERIAL
MAX MAXIMUM
MBD MARKER BOARD
MC MEDICINE CABINET
MCU MODULAR COOLING UNIT
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MHC MATERIAL HANDLING CONVEYOR
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MONO MONOLITHIC
MPC METAL PAN CEILING
MPU MULTI-PURPOSE UNIT
MTD MOUNTED
MTR MOTOR
MULL MULLION
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NT NOTE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OVERHEAD
OP OPERABLE PARTITION
OPER OPERATOR
OPNG OPENING
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
PART PARTITION
PB PUSH BUTTON
PC PRECAST CONCRETE
PCD PAPER CUP DISPENSER
PED PEDESTAL
PL PLATE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLS PLASTER
PLW PLYWOOD
PNL PANEL
PR PAIR
PRELIM PRELIMINARY
PRES PLASTIC RESIN
PRESS PRESSURE
PRIM PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT PAINT
PTC PAPER TOWEL CABINET
PTR PRINTER
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
R RADIUS
R RISER
RA RETURN AIR
RAD RADIATION
RB RESILIENT BASE
RD ROOF DRAIN
RE RELOCATE EXISTING
REC RECESSED
REF REFERENCE
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCE/-ED/-ING
REM REMOVE
REQD REQUIRED
RET RETAINING
REV REVERSE
REV REVISE
RF RESILIENT FLOOR
RH ROOF HATCH
RM ROOM
RO ROUGH OPENING
RS ROUGH SLAB
RWC RAIN WATER CONDUCTOR
S SINK
SCHED SCHEDULE
SD SHOWER DRAIN
SD SMOKE DAMPER
SDISP SOAP DISPENSER
SECT SECTION
SECY SECRETARY
SF STORE FRONT
SF SQUARE FOOT
SH SHOWER
SHD SHOWER HEAD
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SL SEALER
SLNT SEALANT
SLV SLEEVE
SM SURFACE MOUNTED
SNC SANITARY NAPKIN CABINET
SND SANITARY NAPKIN DISPOSER
SOG SLAB ON GRADE
SP STANDPIPE
SPC SPECIMEN PASS THROUGH CABINET
SPEC SPECIFICATIONS
SPR SINGLE PLY ROOF
SQ SQUARE
SQ YD SQUARE YARD
SR SERVICE RECEPTOR
SS SERVICE SINK
SST STAINLESS STEEL
ST STREET
ST STONE TILE
STC SOUND TRANSMISSION
STD STANDARD
STL STEEL
STN STONE
STNL STONE LEDGE
STOR STORAGE
STRUCT STRUCTURAL
STS STEEL STRUCTURE
SUPV SUPERVISOR
U URINAL
UC UNDERCUT
UFD UNDER FLOOR DUCT
UG UNDERGROUND
UH UNIT HEATER
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
US UTILITY SHELF
UTIL UTILITY
VC VALVE CABINET
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VTR VENT THROUGH ROOF
W WIDTH/WIDE
W WIDE FLANGE
W/WITH
W/O WITHOUT
WC WATER CLOSET
WC WALL COVERING
WD WOOD
WDW WINDOW
WG WALL GUARD
WH WALL HYDRANT
WHCH WHEELCHAIR
WHTR WATER HEATER
WP WATERPROOF
WR WASTE RECEPTACLE
WS WEATHERSTRIP
WSCT WAINSCOT
WT WINDOW TREATMENT
WT WEIGHT
WW WOOD WINDOW
WWF WELDED WIRE FABRIC
SUSP SUSPENDED
SW STEEL WINDOWS
SW SWITCH
SWD SOFTWOOD
SYM SYMMETRICAL
T TOP
TAN TANGENT
TBD TACKBOARD
TC TIME CLOCK
TCAB TOWEL CABINET
TDISP TISSUE DISPENSER
TDR TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
TG TONGUE & GROOVE
THRES THRESHOLD
TPH TOILET PAPER HOLDER
TR TREAD
TRANSF TRANSFORMER
TS TUBE SECTION
TV TELEVISION
TYP TYPICAL
DRAWING
SERIES
BUILDING
DESIGNATOR
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/06/2023 - 9:37pmDrawing name: \\us0291-ppfss01\shared_projects\193806297\CAD\Dwg\193806297-G002.dwgXrefs:, 193806297-BDR, BPPTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MNPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comMINNESOTANOVEMBER 13, 2023G002 ARCHITECTURAL ABBREVIATIONS, INDICATION OF MATERIALS, AND SYMBOLSBPP
BPPARCHITECTBRUCE P. PAULSON20910
GPS CONTROL POINT
JUDICIAL LAND MONUMENT
MONUMENT COMPUTED
ROW MONUMENT
ROW MARKER POST
SECTION CORNER
TRAVERSE CONTROL POINT
EXISTING TOPOGRAPHIC SYMBOLS
SURVEY LINES
FM FM FM
>>>>
>>>>>>>>>
>>>>>>>>
l l l l
l l l l l l l l l
EXISTING UTILITY LINES
SURVEY SYMBOLS
BACKSIGHT CONTROL POINT
MONUMENT IRON FOUND
MONUMENT IRON SET
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
PROPOSED UTILITY LINES
CONCRETE CURB AND GUTTER
GRADING INFORMATION
952
950
952
950
BENCH MARK LOCATION
1:4
AERIAL CONTROL POINT
>>>>
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
FUTURE UTILITY LINES
>>>>
EXISTING TOPOGRAPHIC LINES
CTV-A CTV-A CTV-A
CTV-B CTV-B CTV-B
CTV-C CTV-C CTV-C
CTV-D CTV-D CTV-D
FO-A FO-A FO-A
FO-B FO-B FO-B
FO-C FO-C FO-C
FO-D FO-D FO-D
E-A E-A E-A
E-B E-B E-B
E-C E-C E-C
E-D E-D E-D
G-A G-A G-A
G-B G-B G-B
G-C G-C G-C
G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES
STORM SEWER CATCH BASIN
STORM SEWER BEEHIVE CATCH BASIN
STORM SEWER FLARED END SECTION
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
VALVE
PROPOSED TOPOGRAPHIC SYMBOLS
SANITARY CLEANOUT
BOLLARD
SANITARY OR STORM LIFT STATION
RIP RAP
OHP OHP OHP
C-A C-A C-A
C-B C-B C-B
C-C C-C C-C
C-D C-D C-D
DRAINAGE FLOW
BENCH
BUSH DECIDUOUS
CATCH BASIN BEEHIVE
CURB BOX
CATCH BASIN
CONTROL BOX SIGNAL
CLEAN OUT (SEWER)
SEPTIC DRAIN FIELD
DRINKING FOUNTAIN
ENERGY DISSIPATER
STORM SEWER APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
LOOP DETECTOR
LIGHT YARD
MAIL BOX
MANHOLE-HEAT
MANHOLE-POWER
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATIONS
MANHOLE-UNKNOWN
METER POWER
METER GAS
ORDINARY HIGH WATER MARK
PEDESTRIAN PUSH BUTTON
PEDESTAL POWER
PEDESTAL COMMUNICATIONS
POST INDICATOR VALVE
PARKING METER
POLE-COMMUNICATIONS
POLE-GUY
POLE-LIGHT
POLE-POWER
POLE-UTILITY
POST
PICNIC TABLE
PROPANE TANK
SAMPLING WELL
ROCK
RR SIGNAL CONTROL BOX
RR CROSSING GATE
RR SIGNAL
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SEPTIC TANK
SEPTIC VENT
SIGN
STAND PIPE GAS
SPIGOT WATER
SPRINKLER HEAD
SPRINKLER VALVE BOX
STUMP
SERVICE-SANITARY SEWER POINT ON LINE
SERVICE-WATER POINT ON LINE
TELEPHONE BOOTH
TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
TRANSFORMER POWER
TREE DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE GAS
VALVE
WETLAND
WELL-WATER
TREE-CONIFEROUS
TREE-FRUIT
GUY WIRE
LIFT STATION WET WELL
LIFT STATION DRY WELL
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
BARRICADE PERMANENT
BURIAL CONTROL MONUMENT
BUILDING LOWEST OPENING
COLUMN
CULVERT END
WELL-MONITORINGOUTLET CONTROL STRUCTURE
SERVICE-GAS POINT ON LINE
SOIL BORING
MAIL RELAY BOX
INLET (SMALL DIA.)
SERVICE-STORM SEWER POINT ON LINE
ABBREVIATIONS
BV BUTTERFLY VALVE
℄CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C&G CURB AND GUTTER
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
EX EXISTING
FES FLARED END SECTION
F/F FACE TO FACE
FM FORCE MAIN
GV GATE VALVE
HWL HIGH WATER LEVEL
INV INVERT
MH MANHOLE (SANITARY)
NIC NOT IN CONTRACT
NTS NOT TO SCALE
⅊PROPERTY LINE
PPVC PERFORATED POLYVINYL CHLORIDE PIPE
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SS STORM SEWER STRUCTURE
TCE TEMPORARY CONSTRUCTION EASEMENT
TNH TOP NUT HYDRANT
TYP TYPICAL
WM WATER MAIN
RETAINING WALL
FENCE - BARBED WIRE
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - STOCKADE
FENCE - WOOD
FENCE - ELECTRIC
GUARD RAIL
TREE LINE
WETLAND
CABLE TV QUALITY LEVEL D
CABLE TV QUALITY LEVEL C
CABLE TV QUALITY LEVEL B
CABLE TV QUALITY LEVEL A
FIBER OPTIC QUALITY LEVEL D
FIBER OPTIC QUALITY LEVEL C
FIBER OPTIC QUALITY LEVEL B
FIBER OPTIC QUALITY LEVEL A
POWER QUALITY LEVEL D
POWER QUALITY LEVEL C
POWER QUALITY LEVEL B
POWER QUALITY LEVEL A
GAS QUALITY LEVEL D
GAS QUALITY LEVEL C
GAS QUALITY LEVEL B
GAS QUALITY LEVEL A
COMMUNICATION QUALITY LEVEL D
COMMUNICATION QUALITY LEVEL C
COMMUNICATION QUALITY LEVEL B
COMMUNICATION QUALITY LEVEL A
OVERHEAD POWER
OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
WATER MAIN
WATER SERVICE
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
QUARTER SECTION LINE
SIXTEENTH SECTION LINE
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
EXISTING
PROPOSED
FUTURE
OHC OHC OHC
OHU OHU OHU
BCM
CON
CLVT
FLAG
GRILL
H
CP
DW
Y
G-METER
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
AIR CONTROL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
E
U
PROPANE
TANK
G-REG
R/W
POST
LO
HYDRANT PVMNT MARKER (REFLECTOR)
HYDRANT VALVE
PEDESTAL CATVCTV
CO
LS
G
E
SS
S
?
W
TRASH
AR MANHOLE-AIR RELEASE
C
DH
PEDESTRIAN RAMP
S POLE-UTILITY SERVICE
RESECTED POINTR
VENT GASG-VENT
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
BOOSTER STATION
WATER REDUCER
STA:5+67.19
980.87
C
C
TRACER WIRE BOXTR
914.95
C001
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:13amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C001.dwgXrefs:, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############CIVIL LEGEND AND ABBREVIATIONS
BS75001
903.75
BACKSIGHT HYDT CALIBRATION
75002
901.81
IRON FOUND 1/2IN OP
75003
909.03
IRON FOUND 1/2IN OP
75010
909.18
6' R DRIP LINE75021
908.57
8' R DRIP LINE
75026
908.62
8' R DRIP LINE
75032
907.47
6' R DRIP LINE
75040
908.27
8' R DRIP LINE
75041
907.31
8' R DRIP LINE
75046
908.14
8' R DRIP LINE
75047
907.24
8' R DRIP LINE
75048
907.68
8' R DRIP LINE
75056
902.97
10"
75057
904.45
6' R DRIP LINE
75058
908.23
6' R DRIP LINE
75059
906.66
8' R DRIP LINE
75067
904.10
8' R DRIP LINE
75068
907.68
8' R DRIP LINE
75069
907.28
8' R DRIP LINE
75070
907.29
8' R DRIP LINE
75079
902.96
RET WALL BOT FACE BL
75080
903.05
RET WALL BOT FACE
75081
902.74
RET WALL BOT FACE
75082
902.67
RET WALL BOT FACE CLS
75083
906.30
8' R DRIP LINE
75084
906.26
8' R DRIP LINE
75085
905.57
6' R DRIP LINE
75115
903.82
30"
75116
903.92
30"
75117
903.34
GPS CTRL PT
R75118
904.13
RESC PT
BS75119
903.78
BACKSIGHT
75209
905.33
POLE LIGHT
C75210
904.16
COMM PED
BS75220
904.24
BACKSIGHT GFEL
75427
902.57
WATR VALVE
BS75428
903.33
BACKSIGHT 701
60105
904.25
IRON FOUND
60108
904.02
8"
60109
903.41
8"
60110
904.11
8"
60111
901.70
16"
60115
902.59
4' R DRIP LINE
60123
903.96
10"
60125
903.43
22"
60132
903.18
10"
10077
903.73
HYDRANT TNH
70524
903.74
HYDRANT TNH
lllllllllllllllllllllllllll l
llllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>RIM 898.41
10094
902.67
FUEL PUMP CENTER NORTH SIDE
10095
902.61
FUEL PUMP DIESEL CENTER SOUTH SIDE
10097
902.67
POLE LIGHT STREET LIGHT ?RIM 902.24
?RIM 902.42?RIM 902.48
?RIM 902.25
??
EX. SOIL BLDG
EX. PUBLIC WORKS BLDG
>>>>>>>>>>>>>>>>>>>>>>>>S
S
C
C A
A
D
D
D
B
B
B
REMOVE PUMPS, ISLAND, AND
ALL APPURTENANCES.
REMOVE 80LF +/- OF EXISTING
SANITARY LINE. BULKHEAD
REMAINING SANITARY STUB
BEHIND CURB. (VERIFY LOCATION)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXXX///////////////D
AA
A
C002
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:13amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C002.dwgXrefs:, 193806297 - XSXT, 193806297 - XSNO, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############KEYNOTE LEGEND
A REMOVE CONCRETE CURB & GUTTER
B REMOVE FENCING
C SAWCUT BITUMINOUS PAVEMENT
D REMOVE TREE, CLEAR AND GRUB STUMP
LEGEND
REMOVE BITUMINOUS PAVEMENT AND SUBGRADE
MATERIAL TO CONSTRUCT NEW PAVEMENT SECTION.
REMOVE CONCRETE PAVEMENT AND SUBGRADE
MATERIAL TO CONSTRUCT NEW PAVEMENT SECTION.
REMOVE CURB & GUTTER
REMOVE EXISTING UTILITIES
NOTES:
1.ALL BITUMINOUS PAVEMENT AND CONCRETE PAVEMENT
TO BE CRUSHED ON-SITE AND USED AS BASE MATERIAL
FOR NEW PAVEMENT SECTIONS.
2.CURB LIMITS TO BE MARKED IN THE FIELD BY
ENGINEER.
N
0 20 40 EXISTING CONDITONS AND REMOVAL PLAN
X X X X X
/////
BS75001
903.75
BACKSIGHT HYDT CALIBRATION
75002
901.81
IRON FOUND 1/2IN OP
75003
909.03
IRON FOUND 1/2IN OP
75010
909.18
6' R DRIP LINE75021
908.57
8' R DRIP LINE
75026
908.62
8' R DRIP LINE
75032
907.47
6' R DRIP LINE
75040
908.27
8' R DRIP LINE
75041
907.31
8' R DRIP LINE
75046
908.14
8' R DRIP LINE
75047
907.24
8' R DRIP LINE
75048
907.68
8' R DRIP LINE
75056
902.97
10"
75057
904.45
6' R DRIP LINE
75058
908.23
6' R DRIP LINE
75059
906.66
8' R DRIP LINE
75067
904.10
8' R DRIP LINE
75068
907.68
8' R DRIP LINE
75069
907.28
8' R DRIP LINE
75070
907.29
8' R DRIP LINE
75079
902.96
RET WALL BOT FACE BL
75080
903.05
RET WALL BOT FACE
75081
902.74
RET WALL BOT FACE
75082
902.67
RET WALL BOT FACE CLS
75083
906.30
8' R DRIP LINE
75084
906.26
8' R DRIP LINE
75085
905.57
6' R DRIP LINE
75115
903.82
30"
75116
903.92
30"
75117
903.34
GPS CTRL PT
R75118
904.13
RESC PT
BS75119
903.78
BACKSIGHT
BS75220
904.24
BACKSIGHT GFEL
75427
902.57
WATR VALVE
BS75428
903.33
BACKSIGHT 701
60105
904.25
IRON FOUND
60132
903.18
10"
10077
903.73
HYDRANT TNH
70524
903.74
HYDRANT TNH
llllllllllllllllllllllllll l
llllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>RIM 898.41
EX. SOIL BLDG
EX. PUBLIC WORKS BLDG
>>>>>>>>>>>>>>>>>>>>>>>>S
S
101A
101B
101C 101D101E
3
0.00
6' R DRIP LINE
5
0.00
6' R DRIP LINE
6
0.00
6' R DRIP LINE
7
0.00
6' R DRIP LINE
8
0.00
6' R DRIP LINE
9
0.00
6' R DRIP LINE
10
0.00
6' R DRIP LINE
11
0.00
6' R DRIP LINE
12
0.00
6' R DRIP LINE
13
0.00
6' R DRIP LINE
14
0.00
6' R DRIP LINE
15
0.00
6' R DRIP LINE
17
0.00
12"
18
0.00
12"
C
A
E
C
PROPOSED UNDERGROUND
STORAGE TANKS SEE MECHANICAL
SHEETS.
A
F
A
A
PROPOSED FUEL PUMPS AND FUEL
ISLAND SEE MECHANICAL SHEETS.
PROPOSED BUILDING ADDITION SEE
ARCHITECTURAL SHEETS
B
B
B
A
AA
A
PROPOSED SECURITY GATE
ADA RAMP AND SIGN.
D
C
RAISE CB RIM FROM EX ELEV = 898.41
TO PROPOSED ELEVATION = 900.0+/-.10.0'10.0'(TYP.)C101
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:14amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C101.dwgXrefs:, 193806297 - XSXT, 193806297 - XSNO, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############KEYNOTE LEGEND
A PROPOSED B618 CONCRETE CURB & GUTTER
B MATCH EXISTING CURB & GUTTER
C PROPOSED CHAIN LINK FENCE
D MATCH EXISTING CHAIN LINK FENCE
E PROPOSED TREE
F PROPOSED BUSH
LEGEND
BITUMINOUS PAVEMENT - SEE TYPICAL SECTION BELOW.
CONCRETE PAVEMENT - SEE TYPICAL SECTION BELOW.
NOTES:
1.STRIPING COLORS SHALL CONTRAST WITH THE
PAVEMENT SURFACE OR AS SPECIFIED BY LOCAL CODES.
N
0 20 40
BITUMINOUS PAVEMENT SECTION
NO SCALE
A
C101
NOTES:
1.REFER TO SITE PLAN FOR PARKING LOT LAYOUT.
2.STRIPING COLORS SHALL CONTRAST WITH THE PAVEMENT SURFACE OR AS SPECIFIED BY LOCAL CODES.
45° 4" WIDE STRIPING
@ 3'-0" SPACING.SEE SITE PLANFOR DIMENSION6" WHITE (TYP.)
90° ACCESSIBLE PARKING STALL STRIPING
NO SCALE
C
C101
NO
PARKING
6" WIDE WHITE
8.0'
MIN.
CURB & GUTTER SITE PLAN
CONCRETE PAVEMENT SECTION
NO SCALE
B
C101
BS75001
903.75
BACKSIGHT HYDT CALIBRATION
75002
901.81
IRON FOUND 1/2IN OP
75003
909.03
IRON FOUND 1/2IN OP
75010
909.18
6' R DRIP LINE75021
908.57
8' R DRIP LINE
75026
908.62
8' R DRIP LINE
75032
907.47
6' R DRIP LINE
75040
908.27
8' R DRIP LINE
75041
907.31
8' R DRIP LINE
75046
908.14
8' R DRIP LINE
75047
907.24
8' R DRIP LINE
75048
907.68
8' R DRIP LINE
75056
902.97
10"
75057
904.45
6' R DRIP LINE
75058
908.23
6' R DRIP LINE
75059
906.66
8' R DRIP LINE
75067
904.10
8' R DRIP LINE
75068
907.68
8' R DRIP LINE
75069
907.28
8' R DRIP LINE
75070
907.29
8' R DRIP LINE
75079
902.96
RET WALL BOT FACE BL
75080
903.05
RET WALL BOT FACE
75081
902.74
RET WALL BOT FACE
75082
902.67
RET WALL BOT FACE CLS
75083
906.30
8' R DRIP LINE
75084
906.26
8' R DRIP LINE
75085
905.57
6' R DRIP LINE
75115
903.82
30"
75116
903.92
30"
75117
903.34
GPS CTRL PT
R75118
904.13
RESC PT
BS75119
903.78
BACKSIGHT
BS75220
904.24
BACKSIGHT GFEL
75427
902.57
WATR VALVE
BS75428
903.33
BACKSIGHT 701
60105
904.25
IRON FOUND
60132
903.18
10"
10077
903.73
HYDRANT TNH
70524
903.74
HYDRANT TNH
llllllllllllllllllllllllll l
llllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>RIM 898.41
EX. SOIL BLDG
EX. PUBLIC WORKS BLDG
>>>>>>>>>>>>>>>>>>>>>>>>S
S
101A
101B
101C 101D101E
3
0.00
6' R DRIP LINE
5
0.00
6' R DRIP LINE
6
0.00
6' R DRIP LINE
7
0.00
6' R DRIP LINE
8
0.00
6' R DRIP LINE
9
0.00
6' R DRIP LINE
10
0.00
6' R DRIP LINE
11
0.00
6' R DRIP LINE
12
0.00
6' R DRIP LINE
13
0.00
6' R DRIP LINE
14
0.00
6' R DRIP LINE
15
0.00
6' R DRIP LINE
17
0.00
12"
18
0.00
12"
PROPOSED BUILDING ADDITION SEE
ARCHITECTURAL SHEETS
900.04
9
0
5
9059019
0
1
90
2
90290
3
90390
4
904900899901902903
904
905
905
902
902902902902903903
903
903
904
904
904
904
904
904
906
906 901902903904MATCH EX
PAVEMENT.
MATCH EX
PAVEMENT.
MATCH EX
PAVEMENT.
PROTECT
TREES
(TYP.)
REPLACE PROPERTY IRON
PER SURVEY STANDARDS
C301
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:15amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C301.dwgXrefs:, 193806297 - XSXT, 193806297 - XSNO, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############N
0 20 40 SITE PLAN
MS
BR
CONSTRUCTION
ENTRANCE / EXIT
SILT FENCE
BIOROLL
INLET PROTECTION
EROSION CONTROL LEGEND
MSMSMSMSMSMSMSMSMSMSMSMSMS
PROPOSED BUILDING EXPANSION
MATCHING EX. PUBLIC WORKS BLDG
FFE = 904.24 EXISTING
FFE = 904.24 PROPOSED
101A
101B
101C 101DFFE = 904.24
12+0013+0014+0015+00STA 12+34.33
STA 12+50
STA 13+00
STA 13+50
STA 14+00
STA 14+50
SS>>>>>>>>>>>>>75010
909.18
6' R DRIP LINE
75021
908.57
8' R DRIP LINE
75026
908.62
8' R DRIP LINE
75032
907.47
6' R DRIP LINE
75040
908.27
8' R DRIP LINE
75041
907.31
8' R DRIP LINE
75046
908.14
8' R DRIP LINE
75047
907.24
8' R DRIP LINE
75048
907.68
8' R DRIP LINE
75056
902.97
10"
75057
904.45
6' R DRIP LINE
75058
908.23
6' R DRIP LINE
75059
906.66
8' R DRIP LINE
75067
904.10
8' R DRIP LINE
75068
907.68
8' R DRIP LINE
75069
907.28
8' R DRIP LINE
75070
907.29
8' R DRIP LINE
75079
902.96
RET WALL BOT FACE BL
75080
903.05
RET WALL BOT FACE
75081
902.74
RET WALL BOT FACE
75082
902.67
RET WALL BOT FACE CLS
75083
906.30
8' R DRIP LINE
75084
906.26
8' R DRIP LINE
75085
905.57
6' R DRIP LINE
75115
903.82
30"
75116
903.92
30"
60132
903.18
10"
10077
903.73
HYDRANT TNH
70524
903.74
HYDRANT TNHlllllllllllllllSS>>>>>>>>>>>>>EX. SOIL BLDG
EX. PUBLIC WORKS BLDG
>>>>>>>>>>101A
101B
101C 101D101E
3
0.00
6' R DRIP LINE
5
0.00
6' R DRIP LINE
6
0.00
6' R DRIP LINE
7
0.00
6' R DRIP LINE
8
0.00
6' R DRIP LINE
9
0.00
6' R DRIP LINE
10
0.00
6' R DRIP LINE
11
0.00
6' R DRIP LINE
12
0.00
6' R DRIP LINE
13
0.00
6' R DRIP LINE
14
0.00
6' R DRIP LINE
15
0.00
6' R DRIP LINE
17
0.00
12"
18
0.00
12"
12+34.33
896
898
900
902
904
906
908
910
912
896
898
900
902
904
906
908
910
912
12+50
894
896
898
900
902
904
906
908
910
912
894
896
898
900
902
904
906
908
910
912
13+00
890
892
894
896
898
900
902
904
906
908
910
912
890
892
894
896
898
900
902
904
906
908
910
912
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 904.2℄904.21+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 904.1℄904.10+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 903.6℄903.57+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
6" EX SAN
EL=895.00'
15" EX STM
EL=895.63'
13+50
892
894
896
898
900
902
904
906
908
910
912
892
894
896
898
900
902
904
906
908
910
912
14+00
892
894
896
898
900
902
904
906
908
910
912
892
894
896
898
900
902
904
906
908
910
912
14+50
890
892
894
896
898
900
902
904
906
908
910
912
890
892
894
896
898
900
902
904
906
908
910
912
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 903.6℄903.57+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 903.6℄903.57+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 903.6℄903.57+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140 +150 +160 +170 +180 +190 +200 +210 +220 +230
15" EX STM
EL=895.52'
15" EX STM
EL=895.41'
15" EX STM
EL=895.30'
C701
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:15amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C701.dwgXrefs:, 193806297 - XSXT, 193806297 - XSNO, 193806297_CIVIL_BORDER, 193806297 - XSNZTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############N
0 50 100
SITE PLAN SECTIONS
FOR RE
F
E
R
E
N
C
E
O
N
L
Y
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
MATERIAL IN THIS AREA SHALL BE CONSIDERED
INCIDENTAL FOR PIPE SPECIFIED WITH CLASS B BEDDING.
COMPACTED
BACKFILL
0.5 DIA.
6" INCIDENTAL COARSE FILTER
AGGR. MNDOT
SPEC. 3149.2H MOD.
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
DIA
IMPROVED PIPE
FOUNDATION
6" PAY DEPTH
INCREMENTS TYP.
PLATE NO.
LAST REVISION:IMPROVED PIPE FOUNDATION
FOR RCP AND DIP
BED-3
AUG 2017
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
ERO-1
AUG 2017SILT FENCE INSTALLATION
CITY OF NEW HOPE, MN
POST JOINING
DIRECTION OF
RUNOFF FLOW
STANDARD & HIGH-FLOWSTANDARD & HIGH-FLOW 2' - 0'' MINPOST EMBEDMENTMANUAL INSTALLATION
RUNOFF FLOW
DIRECTION OF
T-POSTMACHINE SLICEDPOST EMBEDMENT2 '- 0'' MINKEY 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:
ERO-4A
Jan. 2005EROSION CONTROL AROUND
CATCH BASIN
CITY OF NEW HOPE, MN
TO THE POST MEMBER TO SECURE FILTER FABRIC.
WOODEN LATH SHALL BE NAILED SECURELY
12" MIN. CLEARENCE TO EXISTING GRADE.
AROUND ENTIRE PERIMETER. TOP OF SILT FENCE TO HAVE
MODIFIED TO FIT STRUCTURE. SILT FENCE TO BE PLACED
SIZE AND SHAPE OF THE BARRIER SHALL BE
THE BASIN DURING THE BACKFILLING OPERATION.
CONTRACTOR TO SET POSTS AND FABRIC AROUND
NOTES
2-20D COMMON NAILS
6" MIN. BURY
2'-6"AROUND TOP, FASTENED TO EACH POST USING
2" X 4" HORIZONTAL MEMBERS CONTINUOUS
POSTS, 8 REQ'D.2'-0"2" X 4" X 5' LONG WOOD
UNDERWASHING.
BURIED TO PREVENT
6" OF FABRIC TO BE
AS SPECIFIED. BOTTOM
SILT (GEOTEXTILE) FENCE,
3/4" CLEAR ROCK
1' DEEP X 1' WIDE
FOR SILT FENCE
OVERFLOW IS 1 2 OF
THE CURB BOX HEIGHT
PLAN
OVERFLOW AT TOP
OF FILTER ASSEMBLY
OVERFLOW IS 1 2 OF
THE CURB BOX HEIGHT
DEFLECTOR PLATE
HIGH-FLOW FABRIC
FILTER ASSEMBLY
DIAMETER,
6" ON-GRADE
10" AT LOW POINT
CURB
WIMCO ROAD DRAIN CG-3067* HIGH FLOW
INLET PROTECTION CURB AND GUTTER MODEL
OR CITY APPROVED EQUAL.
* FOR THE NEW R-3290-VB STANDARD CASTING,
INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY
APPROVED EQUAL.
EXISTING CURB
PLATE NO.
LAST REVISION:
ERO-4C
Jan. 2005
INLET PROTECTION
CATCH BASIN INSERT
AFTER PAVING
CITY OF NEW HOPE, MN
NOTES:
1.FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK.
FILTER FABRIC IS NOT REQUIRED UNDER WOODCHIPS.
2.80% OF WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND 5
INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED WOOD IS
ALLOWED.
3.ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC
ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
PUBLI
C
R
O
A
D
50
'
M
I
N
I
M
U
M
L
E
N
G
T
H
ROCK-6" MINIMUM DEPTH
WOODCHIPS-18" MINIMUM DEPTH
20' MI
N
I
M
U
M
W
I
D
T
H
ROCK CONSTRUCTION ENTRANCE
2"-3" WASHED ROCK OR
WOODCHIPS PER
SPECIFICATIONS
24" MINIMUM CUT OFF BERM TO
MINIMIZE RUNOFF FROM SITE
PLATE NO.
LAST REVISION:
ERO-7
Jan 2015
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
STORM SEWER JUNCTION MANHOLE
STO-2
JAN 2019
CITY OF NEW HOPE, MN
7"
7"
27"
BA
27"
ESS BROS. 309
R1642B
CASTING
1'-4"PLAN
SECTION
6"
4'-0"(TYP.)
5"
"A""B"4'-0"VARIES
VARIES
GROUT BOTTOM OF MANHOLE TO 1
2
DIAMETER AT PIPE AND SLOPE GROUT
2" TOWARD INVERT.
MANHOLE STEPS SHALL BE PLACED SO THAT
OFFSET VERTICAL PORTION OF CONE IS FACING
DOWNSTREAM.
NEENAH R-1642-B MANHOLE FRAME AND COVER
OR EQUAL. 2 CONCEALED PICK HOLES.
NEW HOPE STORM LID.
MINIMUM OF 2 MAXIMUM OF 5 HDPE
ADJUSTMENT RINGS. NO SHIMS ALLOWED.
WRAP WOVEN FILTER FABRIC AROUND RINGS.
MAXIMUM 20" ADJUSTMENT ALLOWED
INCLUDING RINGS AND CASTING.
MANHOLE STEPS, COPOLYMER POLYPROPYLENE
PLASTIC, WITH 1
2" GRADE 60 STEEL
REINFORCEMENT OR EQUAL, 16" ON CENTER.
(NO STEPS ALLOWED IN UPPER 27" BARREL.)
ALL JOINTS IN MANHOLE TO HAVE "O" RING
RUBBER GASKETS. JOINTS TO BE SEALED IN
INFI-SHIELD WRAP.
PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE
OF WALL.
NOTE: KOR-N-SEAL MANHOLE OR EQUAL
CONSIDERED ACCEPTABLE ALTERNATE.
**DOGHOUSES MUST BE GROUTED BOTH
INSIDE AND OUTSIDE OF STRUCTURE
8" THICK X 6'-0" DIAMETER PRECAST
CONCRETE SLAB WITH #4 @ 8" E.W.
12"
ABOVE
PIPE
DIA/4 BUT NOT
LESS THAN 6"
DIA
DIA+12" MIN.
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
MNDOT SPEC. 3149.2H MOD.
LOAD FACTOR 1.9
CLASS B
HAND SHAPE ANGULAR BEDDING
MATERIAL TO SEAT PIPE A MINIMUM
WIDTH OF 0.5 OUTSIDE DIAMETER OF
PIPE
DIA+12" MIN.
DIA
6" ABOVE PIPE
COMPACTED BACKFILL
LOAD FACTOR 1.5
CLASS C-1
*NOTE: THE BOTTOM OF THE TRENCH SHALL BE HAND SHAPED FROM FIRM
UNDISTURBED SOIL TO FIT AT LEAST 1/2 OF THE OUTSIDE PIPE DIAMETER
FOR ALL CLASS C BEDDING
6" ABOVE PIPE
DIA/4 BUT NOT
LESS THAN 6"
DIA
DIA+12" MIN.
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
MNDOT SPEC. 3149.2H MOD.
LOAD FACTOR 1.5
CLASS C-2
PLATE NO.
LAST REVISION:PIPE FOUDATION & BEDDING
METHODS FOR RCP OR DIP
BED-2
AUG 2017
"DIA" DENOTES OUTSIDE DIAMETER OF PIPE
0.5 DIA
0.5
DIA*
CITY OF NEW HOPE, MN
HAND SHAPE ANGULAR BEDDING MATERIAL TO
SEAT PIPE A MINIMUM WIDTH OF 0.5 OUTSIDE
DIAMETER OF PIPE
C801
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:16amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C801.dwgXrefs:, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
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PLATE NO.
LAST REVISION:
STR-24
MAR 2020TYPICAL TRAFFIC SIGN INSTALLATION
CITY OF NEW HOPE, MN
STREET SIGNS
1.SHALL BE DIAMOND GRADE REFLECTIVE SHEETING PER
MnDOT 3352.2A2g. TYPE XI
2.ATTACH TO SIGN POST WITH 1/32'' NYLON WASHER &
NUT, 5/16" STAINLESS STEEL BOLTS
3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH
GRADE.
SIGN PANELS AS SPECIFIED OR AS SHOWN ON
THE PLANS OR SIGN LEGEND.
SIGN POSTS
1.BOTTOM SECTION: 1.5-FOOT LONG, 2.5 INCH
SQUARE,12-GAUGE, PERFORATED, GALVANIZED.
2.4-FOOT LONG 2.25 INCH SQUARE SLEEVE.
3.TOP SECTION: 2 INCH SQUARE, 12-GAUGE,
PERFORATED, GALVANIZED.
4.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG (LENGTH
REQUIRED TO BE DETERMINED BY THE SIZE OF THE
SIGN PANEL).
5.ATTACHED TO ANCHOR SYSTEM WITH CORNER BOLT.
6.SIGN POSTS TO BE MINIMUM 6 FEET BEHIND CURB OR
AS DIRECTED BY ENGINEER.
NOTES:
1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS SHALL BE TELESPAR
SOLID SQUARE TUBE SYSTEMS AS DISTRIBUTED BY UNISTRUT
CORPORATION, OR EQUAL.
2.BOX-OUTS SHALL BE USED WITHIN HARD SURFACED AREAS PRIOR TO
SIGN PLACEMENT.
TELESPAR OMNI-ANCHOR SYSTEM
NEENAH R3067-VB OR R3067-V
CATCH BASIN FRAME AND GRATE.
SHALL BE FURNISHED WITH CURB
INLET BOX AND 3" DIA. FRONT
FACE AND 4" MAXIMUM OPENING.
NEW HDPE RINGS (MAX. 12")
CATCH BASIN STRUCTURE WITH
TOP SLAB OR 2' X 3' BOX.
WOVEN FILTER FABRIC
NEENAH R1642-B MANHOLE FRAME
OR EQUAL, (WITH "NEW HOPE"
COVERS).
NEW HDPE RINGS (MAX. 12")
MANHOLE STRUCTURE WITH
TOP SLAB OR CONE SECTION.
PLATE NO.
LAST REVISION:
STR-18
MARCH 2019CATCH BASIN & MANHOLE ADJUSTMENT
CITY OF NEW HOPE, MN
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" PER FT
SLOPE
1
10"
5
7"13 1/2"10 1/2"4"12"R
1/2"R
6"7"10 1/2"17 1/2"
8"
24" B624
7"SLOPE
3/4" PER 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
PLATE NO.
LAST REVISION:PVC PERFORATED PIPE BELOW
CONCRETE CURB
STO-19
MAY 2017
CITY OF NEW HOPE, MN
NOTE:
GEOTEXTILE FABRIC
NON-WOVEN
Aggregate Base
GRADE TO DRAIN
SELECT GRANULAR BORROW
CLAY SUB-GRADE
10"
(TYP.)
1/4"Ø HOLE
TRENCH DETAIL
PIPE DETAIL
160°
90°
TYPE 5
6" PERF. PVC DRAINTILE W/ SOCK.
KNOTCH SUBGRADE AS SPECIFIED
IN LOCATIONS WHERE THERE IS
EXISTING CURB AND GUTTER, INSTALL
DRAIN TILE UNDER LIP OF GUTTER AS
DIRECTED BY ENGINEER.
C802
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/07/2023 - 10:16amDrawing name: U:\193806297\CAD\Dwg\PLANSHEETS\193806297-C801.dwgXrefs:, 193806297_CIVIL_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTAPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com STANTEC
JAA
JAA
DB
XXXX########.############CIVIL SITE DETAILS
VEST
101
LOBBY
102
CONF
ROOM 2
105
DIRECTOR
106
OFFICE
108
OFFICE
109 OFFICE
110
OFFICE
111
VEST
112
CLERICAL
103
WORK
ROOM
115
FILE
ROOM
116 PRINT
ROOM
117
LUNCH
ROOM
125
CONF
ROOM
127
KITCHEN
126 STORAGE
135
ELEC
137
VEHICLE
PARKING
136
CENTRAL GARAGE
STORAGE
133
LOCKERS
123
WOMEN
121
MEN
122
OFFICE
118
FITNESS
ROOM
120
PARTS
ROOM
139
COMPRESSOR
ROOM
141
HALLWAY
107
ADA
TOILET
131
190'-0"7'-4"14'-0"16'-0"3'-4"12'-0"14'-0"14'-0"14'-0"14'-8"14'-0"12'-8"14'-0"2'-8"14'-0"3'-4"14'-0"6'-0"COPY
104
HALLWAY
124
HALLWAY114HALLWAY
113
JAN
128
WOMEN
129
MEN
130
HALLWAY
119
HALLWAY
132
STAIR 'A'
140
44'-4"16'-0"72'-4"
166'-0"
72'-4"34'-4"4'-0"6'-0"4'-0"6'-0"4'-0"12'-0"
MECHANICS
BAY
134
VEHICLE
PARKING
142
VEHICLE
PARKING
143
OFFICE
138
STORAGE
145
16'-0"
3'-4"
4'-0"3'-4"
WASH BAY
SERVICE
BAY #1
SERVICE
BAY #2 SERVICE
BAY #3
1 EXISTING MAIN LEVEL FLOOR PLAN
0 6'12'24'SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 11/06/2023 - 9:31pmDrawing name: \\us0291-ppfss01\shared_projects\193806297\CAD\Dwg\193806297-A001.dwgXrefs:, 193804913-XA1NA, 193806297-BDR, BPPTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MNPUBLIC WORKS FACILITY PHASE II EXPANSION193806297733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comMINNESOTANOVEMBER 13, 2023A001 EXISTING MAIN LEVEL FLOOR PLANBPP
BPPARCHITECTBRUCE P. PAULSON20910
J1012REMOVE EXISTING OVERHEAD DOOR & TRACKSREMOVE EXISTING DOWNSPOUTREMOVE EXISTING 12" CMU WALL UP TO TOP OF EXISTING GLASS BLOCKREMOVE EXISTING DOOR & FRAME. CLEAN PERIMETER OF OPENING TO RECEIVE NEW PAINTED FINISH44' - 8" 3' - 4"3' - 4"25' - 4"8" 16' - 0" 8' - 8"REMOVE EXISTING WALL UP TO TOP OF EXISTING GLASS BLOCKJ1012REMOVE SCUPPER & DOWNSPOUTREMOVE EXISTING BUILT UP ROOF AND INSULATION17' - 2"40' - 1"REMOVE WALL COPINGREMOVE WALL COPINGREMOVE KNEE WALL COPING. KNEE WALL TO REMAINREMOVE KNEE WALL COPING. KNEE WALL TO REMAIN16'-2"MAIN LEVELEL 0.00EXIST DECK BRNGEL 20.2521' - 2 1/2"18' - 8"25' - 4"REMOVE EXISTING OVERHEAD DOOR & TRACKSREMOVE EXISTING DOWNSPOUTREMOVE EXISTING DOOR & FRAME. CLEAN PERIMETER OF OPENING TO RECEIVE NEW PAINTED FINISHREMOVE EXISTING 12" CMU WALL UP TO TOP OF EXISTING GLASS BLOCKSHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:08:39 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtJ101DEMO PLANS AND ELEVATIONBRUCE P. PAULSON20910RTMBPPBPPBPP1MAIN LEVEL - DEMO3ROOF - DEMO2SOUTH ELEVATION DEMO04'8'16'05'-4"10'-8" 21'-4"05'-4"10'-8" 21'-4"NO. REVISION DATE
A2012A2013A2014A20111A3012A301VEHICLE PARKING1013'-0"RO3'-4 1/2"3'-7 1/2"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"6'-7 1/2"RO3'-4 1/2"2'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"10'-0"200'-0"100'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"6'-7 1/2"3'-4 1/2"2'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"12'-0"4'-0"10'-6"200'-0"101AW1W1W1W1W1W1101BW1W1W1W1W1W1101C101DW1W1W1W1W1W1W1W1W1W1W1W18'-0"4'-0"12'-0"4'-0"2'-0"24'-0"2'-0"8'-0"4'-0"12'-0"4'-0"10'-0"RO3'-4 1/2"2'-7 1/2"4'-7 1/2"W1W1W1W1101E40'-0"44' - 8" 3' - 4" 3' - 4"8"24' - 0"8"9'-6"3A3016'-3"2'-6"SLOPED CONC FLOOR TO BE 2" BELOW MAIN LEVEL AT SHIPS LADDER LANDINGSAND INTERCEPTOR, SEE STRUCT AND PLUMB DWGSSAND INTERCEPTOR, SEE STRUCT AND PLUMB DWGSSLOPE FLOOR 6" TO TRENCH DRAINSLOPE FLOOR 6" TO TRENCH DRAIN4" PAINTED STRIPES29'-0"15'-0"45'-0"4" PAINTED STRIPES45.00°13'-0"4 5 .0 0 °12'-0"4'-0"2'-0"W1SHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:07:29 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA101MAIN LEVEL FLOOR PLANBRUCE P. PAULSON20910RTMBPPBPPBPP1MAIN LEVEL04'8'16'NO. REVISION DATE
1A30124'-0"8"8"NEW CMU WALL, PAINT TO MATCH EXISTINGNEW CMU WALL, PAINT TO MATCH EXISTING17'-4"1'-4"NEW WALL OPENINGSEE STRUCT FOR LINTEL OVER OPENINGMAIN LEVELEL 0.002A301B/FTGEL -4.33T/WALLEL 31.00B/TRUSSEL 24.004'-0"16'-0"2'-0"9'-0"3A301LIGHT FIXTURE-SEE ELEC DWGSHM DOOR & FRAME, PAINTEDW1W1W1W1W1W1W1W1W1W1W1W1NEW ROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSMAIN LEVELEL 0.002A301B/FTGEL -4.33T/WALLEL 31.00B/TRUSSEL 24.00PREFIN MET COPING SYSTEMINSULATED PRECAST CONC WALL PANELS W/ SANDBLAST FINISH31'-0"3'-4"1'-0"ACID ETCH ACCENT BANDTRANSLUCENT WALL PANEL, TYPHM DOOR & FRAME, PAINTEDROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSROOF DRAIN OVERFLOW-SEE PLUMB DWGSLIGHT FIXTURE-SEE ELEC DWGSLIGHT FIXTURE-SEE ELEC DWGSHM DOOR & FRAME, PAINTED2'-0"8'-0"8'-0"4'-0"9'-0"W1W1W1W1W1W1W1W1W1W1W1W1MAIN LEVELEL 0.001A301B/FTGEL -4.33T/WALLEL 31.00B/TRUSSEL 24.00UPWARD ACTING SECTIONAL DOOR22'-0"9'-0"2'-0"16'-0"4'-0"31'-0"LIGHT FIXTURE-SEE ELEC DWGSHM DOOR & FRAME, PAINTEDW1W1W1W1W1PIPE BOLLARDS, SEE DETAIL 11/A501SHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:07:41 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA201EXTERIOR ELEVATIONSBRUCE P. PAULSON20910RTMBPPBPPBPP4NORTH ELEVATION2EAST ELEVATION1WEST ELEVATION3SOUTH ELEVATION04'8'16'04'8'16'04'8'16'04'8'16'NO. REVISION DATE
MAIN LEVELEL 0.002A301B/FTGEL -4.33T/WALLEL 31.00B/TRUSSEL 24.007'-0"24'-0"22'-0"VERIFY17' - 2"NEW WALL OPENING HT17' - 4"7A5018A5019A5011A8024A802HT OF EXIST CMU WALL22' - 0"2A8021/2" GYPSUM BOARD OVER VAPOR RETARDER OVER 3" INSUL-1 W/ GALV MET Z FURRING @ 24" OC MAX SECURED TO NEW 12" CMU WALL W/ 1/4" ⌀TAPCONS @ 24" OC MAX. 6" MET STUD FRAMED WALL 16" OC. CENTERED ON BAR JOISTS BELOW10A8023A301ROOF INSUL, MIN R-312'-4"NEW OVERFLOW ROOF DRAININSULATED PRECAST CONC WALL PANELSUPWARD ACTING SECTIONAL DOOR10A80210A80210A80210A80210A80210A802MAIN LEVELEL 0.001A301B/FTGEL -4.33T/WALLEL 31.00B/TRUSSEL 24.001A8021A8021A5012A5013A501INSULATED PRECAST CONC WALL PANELSINSULATED PRECAST CONC WALL PANELS2'-4"4'-8"24'-0"3'-4"1'-0"MAIN LEVELEL 0.00T/WALLEL 31.00B/TRUSSEL 24.007'-11 1/4"10 EQ RISERS9'-0"2"60.00°60.00°27'-5"5'-0"10 EQ TREADS*5'-0 1/4"3'-0"3'-0"11 EQ TREADS*5'-3"*6" MIN TREAD DEPTHRS-111 EQ TREADS*5'-3"SEE STRUCT FOR CONNECTION AT ROOFPRE-ENGINEERED ALUM SHIPS LADDER W/ HANDRAILS, STRINGERS, TREADS AND HARDWARE AS NECESSARY TO SECURE TO ROOF AND FLOOR STRUCTURES60.00°INSULATED PRECAST CONC WALL PANELSSHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:07:57 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA301SECTIONSBRUCE P. PAULSON20910RTMBPPBPPBPP1SECTION2SECTION3SECTION04'8'16'04'8'16'04'8'16'NO. REVISION DATE
1/4"3"2"5 3/4"2"INSULATED PRECAST CONC WALL PANELSLNT BOTH SIDES CONTINUOUSHM DOOR FRAME GROUT SOLID AND RAKE JOINTS 1/2" DEEP BOTH SIDES TO RECEIVE SLNTDOOR AS SCHEDCONT DRIP AT HEAD OF OPNG1/4"6"2"5 3/4"2"INSULATED PRECAST CONC WALL PANELSLNT BOTH SIDES CONTINUOUSHM DOOR FRAME GROUT SOLID AND RAKE JOINTS 1/2" DEEP BOTH SIDES TO RECEIVE SLNTDOOR AS SCHEDJAMB ANCHORS AS SPECIFIEDDOOR AS SCHEDCONC SLAB -SEE STRUCT DWGS ALUM THRESHOLD SET IN FULL BED OF SLNT-SECRE TO CONC SLAB W/ CTSK SST SCREWS IN SST EXP ANCHORS @ 12" OC MAXCONC APRON -SEE STRUCT DWGS -SLOPE 1/4"/FT12" CMU BOND BEAM - SEE STRUCT DWGS FOR REINF5 3/4"2"1/2" EXP MATL & SLNT12" CMU W/ HORIZ MASONRY JT REINF EVERY OTHER COURSE2" INSUL-1INSULATED PRECAST CONC WALL PANELSLNT W/ BACKER ROD BOTH SIDES CONTINUOUSCONT DRIP AT HEAD OF OPNG1"3"2 3/4"1/4"TRANSLUCENT WALL PANEL-ANCHOR TO CONC AS REQD BY MFRINSULATED PRECAST CONC WALL PANELSLNT W/ BACKER ROD BOTH SIDES CONTINUOUS1"MIN3"2 3/4"1/4"TRANSLUCENT WALL PANEL-ANCHOR TO CONC AS REQD BY MFR1 1/2"SLNT AND BACKER ROD BOTH SIDES CONTINUOUSPREFIN ALUM SILL PAN FLASHING W/ END DAMS BY TRANSLUCENT WALL PANEL SUPPLIER TO MATCH TRANSLUCENT WALL PANEL2 3/4"3"1"TRANSLUCENT WALL PANEL-ANCHOR TO CONC AS REQD BY MFR1/4"INSULATED PRECAST CONC WALL PANELDOOR AS SCHEDCONT DRIP AT HEAD OF OPNGDOOR TRACKMIN6"TRIM W/ VINYL WEATHERSTRIPINSULATED PRECAST CONC WALL PANELDOOR AS SCHEDDOOR TRACKMIN6"TRIM W/ VINYL WEATHERSTRIPCONC SLAB -SEE STRUCT DWGS CONC APRON -SEE STRUCT DWGS -SLOPE 1/4"/FT1/2" EXP MATL & SLNT12" CMU BOND BEAM - SEE STRUCT DWGS FOR REINF12" CMU W/ HORIZ MASONRY JT REINF EVERY OTHER COURSE2" INSUL-1DOOR AS SCHEDDOOR TRACKTRIM W/ VINYL WEATHERSTRIPT/FTNGVARIES-SEE PLANINSULATED PRECAST CONC WALL PANELCONC FOOTING-SEE STRUCT DWGSSEE STRUCT DWGS FOR CONNECTION TO FOOTING3"3"8"1'-2"ROUNDED CONCRETE CAP6" ⌀SCHED 80 GALV STL PIPE BOLLARD FILLED W/ CONC-PAINT ABOVE GRADE SURFACES WITH 2 COATS PAINT, COLOR AS SELECTEDSLOPE TO DRAIN1/2" EXP MATL AND SLNT AROUNT PIPECONCRETE APRON1'-6" DIAMETER CONCRETE FOOTING3'-6"3'-6"6"SHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:08:06 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA501DETAILSBRUCE P. PAULSON20910RTMBPPBPPBPP04''8''1'-4''04''8'' 1'-4''04''8'' 1'-4''04''8'' 1'-4''04''8'' 1'-4''04''8'' 1'-4''1EXTERIOR DOOR HEAD DETAIL2EXTERIOR DOOR JAMB DETAIL3EXTERIOR DOOR THRESHOLD DETAIL4TRANSLUCENT WALL PANEL HEAD DETAIL5TRANSLUCENT WALL PANEL JAMB DETAIL6TRANSLUCENT WALL PANEL SILL DETAIL7OVERHEAD DOOR HEAD8OVERHEAD DOOR JAMB9OVERHEAD DOOR THRESHOLD04''8'' 1'-4''04''8'' 1'-4''04''8'' 1'-4''10WALL DETAIL AT FOOTING04''8'' 1'-4''11BOLLARD DETAIL01'2' 4'NO. REVISION DATE
FIN FLR 12' - 0"4' - 0"8' - 0"W1DOOR TYPESFFIN FLRDOOR HEIGHT SEE SCHEDFIN FLRDOOR FRAME TYPES10' - 2"0' - 2"0' - 2"SEE SCHEDDOOR WIDTHSEE SCHEDULEDOOR HEIGHTOHSEE SCHEDDOOR WIDTHSHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:08:14 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA601SCHEDULESBRUCE P. PAULSON20910RTMBPPBPPBPPROOM FINISH SCHEDULEROOM NO. ROOM NAMEFLOORMATERIALFLOORFINISHBASEMATERIALNORTH WALLMAT'LNORTHWALLFINISHSOUTH WALLMAT'LSOUTHWALLFINISHEAST WALLMAT'LEASTWALLFINISHWEST WALLMAT'LWESTWALLFINISHCEILINGMAT'LCEILINGHEIGHTCEILINGFINISHNOTES101 VEHICLE PARKING CONC SL-1 - CMU/GYP M-1/GB-1 CONC - CONC - CONC - FM-2 28' - 8"DOOR SCHEDULENUMBER WIDTH HEIGHT THICKNESSDOORMATERIALDOORTYPEGLAZINGFRAMEMATERIALFRAMETYPEHEAD DETAIL JAMB DETAILTHRESHOLD/ SILLDETAILFIRERATINGHARDWAREGROUPNOTES101A 3' - 0" 7' - 2" 1 3/4" HM F - HM 1 1/A501 2/A502 3/A502 - E-144.4101B 3' - 0" 7' - 2" 1 3/4" HM F - HM 1 1/A501 2/A502 3/A502 - E-144.4101C 24' - 0" 22' - 0" 2" MET OH MET - 7/A501 8/A501 9/A501 - 20.0101D 3' - 0" 7' - 2" 1 3/4" HM F - HM 1 1/A501 2/A502 3/A502 - E-144.4101E 3' - 0" 7' - 2" 1 3/4" HM F - HM 1 1/A501 2/A502 3/A502 - E-144.4WINDOW SCHEDULENUMBER WIDTH HEIGHTFRAMEMATERIALSTYLE GLAZING HEAD DETAIL JAMB DETAIL SILL DETAIL NOTESW1 4' - 0" 8' - 0" ALUM FIXED 08 45 13 4/A501 5/A501 6/A501 TRANSLUCENT WALL PANELNO. REVISION DATE
A2012A20141A3012A30117'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"31'-4"12'-9 3/8"PREFIN MET STANDING SEAM ROOF PANELS & FLASHING MAU ON CURB -SEE MECH DWGSSKYLIGHT, TYP4' - 0" 5' - 3" 16' - 3"NEW OVERFLOW ROOF DRAIN. ASSURE WATERGUARD IS HIGHER THAN EXISTING ROOF DRAIN3A301RS-1SLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTRDORDROOF DRAINS -SEE 6/A802RDORDRDORDRDORDRDORDRDORDRDORDRDORDSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTROOF DRAINS -SEE 6/A802SLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTSLOPE ROOF @ 1/4"/FTROOF DRAINS -SEE 6/A802ROOF DRAINS -SEE 6/A802ROOF DRAINS -SEE 6/A802ROOF DRAINS -SEE 6/A802ROOF DRAINS -SEE 6/A802ROOF DRAINS -SEE 6/A80217'-6"27'-6"27'-6"27'-6"27'-6"27'-6"27'-6"16'-4"EQEQ40'-10"5A8025A8025A8025A80210A80210A80210A80210A80210A80210A80210A8025A8021A8021A802SIM1A8022A8024A8029A8022A8023A802FLUE-SEE 8/A802FLUE-SEE 8/A802FLUE-SEE 8/A802FLUE-SEE 8/A802FLUE-SEE 8/A802FLUE-SEE 8/A802WALKWAY PADS, TYPSHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:08:22 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA801ROOF PLANBRUCE P. PAULSON20910RTMBPPBPPBPP1T/WALL04'8'16'NO. REVISION DATE
MBR-14"5"MEMBRANE FLASHING ADHERED TO CONC UP AND OVER PARAPETPREFIN MET COPING W/CONCEALED JT COVERS AND CONT GALV HOOK STRIPSCONT SLOPED WDBLOCKINGWOOD BLOCKING ATTACHED TO PRECAST CONC PANEL W/ 2 ROWS OF 1/4" DIA TAPCONS AT 24" OCINSULATED PRECAST CONC WALL PANELS4X TREATED CANT STRIP2X TREATED WOOD BLOCKING TO MATCH INSULATION THICKNESS2'-4"SPR-1 FLASHING TO EXTEND UP AND OVER CURB W/ BONDING ADHESIVEMEMBRANE FLASHING ADHERED TO CURBMBR-1MET ROOF DECKSLNTHOLD DOWN CLEATGALV MET CAP FLASHINGPREFAB MET ROOF CURB BY MECH CONTRACTORDUCTWORK OR MET LINER FROM BOTTOM OF ROOF DECK TO NAILERSHEET MET FLANGE ON MET ROOF DECK WHERE EXPOSEDMIN. 8"WATER CUTOFF MASTICMBR-1STRAINERCLAMPING RINGMET ROOF DECKOVERFLOW DRAIN TO HAVE 2" HIGH WATERGUARDMET ROOF DECKINGVENT PIPE OR PIPE(BELOW 180 F)WATER CUT-OFF MASTIC ALL AROUND BETWEEN PIPE AND MOLDED PIPE FLASHINGSST CLAMPING RINGMOLDED PIPE FLASHING W/ SPLICING CEMENT TO MBR-1MBR-1MIN. 8"HOT PIPE (180 F OR ABOVE) SLNT ALL AROUND BY ROOFING MFRSST CLAMP BY ROOFING MFRPREFIN 22 GA GALV MET RAIN HOOD 18 GA GALV MET COLLAR2 LAYERS 60 MIL MEMBRANE W/ BONDING ADHESIVE AND SPLICING CEMENT -TOP LAYER TO EXTEND UP MET COLLAR W/ ADHESIVE2X TREATED WOOD BLOCKING TO MATCH INSULATION THICKNESS1 1/2" MIN CLEARANCE ALL AROUNDMBR-1MIN. 1'-4"MET ROOF DECKINGMEMBRANE FLASHING ADHERED TO CURBSLNT5'-0" OUTSIDE CURB DIMSKYLIGHT -INSTALL PER MFR REQUIREMENTS4'-4" INSTALLATION DIM 1 1/2"FLASHING BY SKYLIGHT MFREXTEND MEMBRANE FLASHING UP AND OVER WALLMBR-1CONT BED OF CAULK (PROVIDED BY SKYLIGHT MFRDOUBLE 2X6 TOP PLATE1/2" PLYWOODINSUL-31/2" PLYWOOD, PAINTED2X6 WALL FRAMING, 24" OC2X6 BOTTOM PLATE SECURED TO METAL DECKING W/4"X4"X1/4" ALUM ANGLE1' - 0" MIN3"4"PREFIN MET STANDING SEAM ROOF PANELS OVER UNDERLAYMENT AS SPECIFIED5/8" PLYWOODPREFIN GALV MET DRIP EDGEPREFIN MET WALL PANELS OVER VAPOR BARRIER ON 1/2" PLYWOOD SHTG ON 6" GALV MET STUDS @ 16" OC. EXISTING CMU WALL6" EAVE STRUT6" MET STUDSMEMBRANE FLASHING OVER 1/2" PLYWOOD SHTG ON 6" GALV MET STUDS @ 16" OC. EXTEND MEMBRANE UP AND OVER ROOF SHEATHINGPREFIN GALV MET DRIP EDGEPREFIN MET STANDING SEAM ROOF PANELS OVER UNDERLAYMENT AS SPECIFIED4"2'-6"PREFIN MET WALL PANELSEXIST ROOF INSULATIONMBR-1EXIST MET ROOF DECKEXIST MET BAR JOISTCENTER MET STUD ON BAR JOIST4"12"5/8" PLYWOOD6"2' - 0"6" MET STUDSPREFIN MET STANDING SEAM ROOF PANELS OVER UNDERLAYMENT AS SPECIFIED5/8" PLYWOODPREFIN MET COUNTER FLASHING SET IN MORTART JOINT-PROVIDE SLNTNEW 12" CMU WALL, PAINTED TO MATCH EXTERIOR COLOR1/2" GYPSUM BOARD OVER VAPOR RETARDER OVER 3" INSUL-1 W/ GALV MET Z FURRING @ 24" OC MAX SECURED TO CMU W/ 1/4" ⌀TAPCONS @ 24" OC MAX.EXTEND MEMBRANE FLASHING UP CURB AND SEAL AS SHOWNMBR-1MET DECK2X6 WOOD BLOCKING TO MATCH INSUL THICKNESS -ATTACH TO MET DECK AS REQ'D20 GA ALUM LINER W/ HEMMED EDGES BETWEEN SCUTTLE CURB AND OPNG SUPPORT FRAMING DOWN TO UNDERSIDE MET DECKRS-1 -SECURE TO PERIMETER WD BLOCKING AS PER MFRSEE STRUCT FOR SUPPORT BETWEEN BAR JOISTSSHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEYDRAWNDESIGNEDAPPROVEDPROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 9:08:32 AMC:\Users\Public\Documents\193806297_AS_R21_ryan.mielke.rvtA802ROOF DETAILSBRUCE P. PAULSON20910RTMBPPBPPBPP06''1' 2'1PARAPET DETAIL5ROOF CURB DETAIL6ROOF DRAIN DETAIL7TYPICAL COLD PIPE DETAIL8TYPICAL HOT PIPE DETAIL10SKYLIGHT DETAIL3RAKE DETAIL2PITCHED ROOF DETAIL4ROOF TO WALL DETAIL04''8''1'-4''04''8'' 1'-4''04''8'' 1'-4''06''1' 2'06''1' 2'06''1' 2'02''4'' 8''06''1' 2'9ROOF ACCESS HATCH06''1' 2'NO. REVISION DATE
DESIGN LOADS:
DEAD LOADS (D)
MATERIAL:
1. CONCRETE 4,500 PSI AT 28 DAYS
2. REINFORCEMENT BARS ASTM A615, GRADE 60
3. MASONRY
CONCRETE MASONRY UNITS ASTM 90
2,000 PSI COMP. STRMGTH
JOINT REINFORCEMENT LADDER TYPE No. 9 WIRE
ASTM A153, CLASS B2 GALV.
MORTAR ASTM C270, TYPE S
GROUT ASTM C476, 3000 PSI
COMPRESSIVE STRNGTH
4. STRUCTURAL STEEL
BEAMS ASTM A992, GRADE 50
OTHER SHAPES ASTM A36
5. PRECAST CONCRETE PLANK 5,000 PSI AT 28 DAYS
6. STRUCTURAL / RETAINED FILL SP, SW, SP-SM, SW-SM, 100% PASS 2"
SIEVE, <12% PASS #200 SIEVE, <2%
ORGANIC CONTENT
CONSTRUCTION NOTES:
1. EXCAVATION
A. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY
SHEETING AND BRACING NECESSARY TO PROTECT PERSONNEL
AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING
CONSTRUCTION OPERATION.
2. CONCRETE
A. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN
BELOW UNLESS NOTED.
REINF.
BAR SIZE
SLAB, WALL, COLUMN
BAR LAP *TOP BAR BAR LAP *TOP BAR
BEAMS 90 DEGREE
END HOOK
#3 19 IN. 24 IN. 28 IN. 36 IN.6 IN.
#4 25 IN. 32 IN. 37 IN. 48 IN. 8 IN.
#5 31 IN. 40 IN. 46 IN. 60 IN. 10 IN.
#6 37 IN. 48 IN. 56 IN. 72 IN. 12 IN.
* TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT
MORE THAN 12 IN. OF CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.
B. REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER
UNLESS NOTED.
1. CONCRETE CAST AGAINST EARTH 3"
2. WALLS, BEAMS, AND ALL OTHER CONCRETE 2"
EXPOSED TO WEATHER OR WATER
3. INTERIOR SLABS 1"
C. CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS
EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR
AS APPROVED BY THE ENGINEER.
E. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" x 3/4".
F. VERIFY SIZE AND LOCATION OF ALL EQUIPMENT BASES AND
OPENINGS.
G. PROVIDE STANDARD CONCRETE DETAILS SHOWN ON THE
DRAWING UNLESS NOTED.
FOUNDATION NOTES:
2. FIELD VERIFY SIZE, LOCATION AND ELEVATION OF EXISTING FOOTINGS.
NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.
4. COMPACT ACCEPTABLE SUBGRADE SOILS TO A MINIMUM 100%
STANDARD PROCTOR DENSITY ± 3% MOISTURE CONTENT UNDER ALL
NEW FOUNDATIONS. MINIMUM TWO OVERLAPPING PASSES IN EACH
OF TWO PERPENDICULAR DIRECTIONS.
7. ELEVATION OF TOPS OF FOOTING VARIES. SEE PLAN.
8. DROP FOOTING BELOW ALL UNDER-FLOOR PIPES.
9. VERIFY ASSUMED EQUIPMENT LOADS, DIMENSIONS AND
FOUNDATION CONFIGURATION WITH EQUIPMENT MANUFACTURER.
REQUIRED SPECIAL INSPECTIONS
DESCRIPTION OF WORK
IBC SECTION 1704
INSPECTION
YES NO
TESTING
YES NO
N/A REMARKS
1. CONCRETE
2. BOLTS INSTALLED
IN CONCRETE
3. DUCTILE MOMENT - RES.
CONCRETE FRAME
4. REINF. STEEL AND
PRESTRESSING STEEL
5. WELDING
6. HIGH-STRENGTH BOLTING
7. STRUCTURAL MASONRY
8. REINFORCED GYPSUM CONC.
9. INSULATING - CONCRETE
FILL
10. SPRAY - APPLIED
FIREPROOFING
11. PILING, DRILLED PIERS
AND CAISSONS
12. SHOTCRETE
13. SPECIAL GRADING EXC.
AND FILLING
14. SPECIAL CASES
MATERIALS
CONCRETE 150 PCF
PRECAST WALL PANEL 140 PSF
8" CMU GROUTED @ 32" O.C. 48 PSF
MECHANICAL / ELECTRICAL 5 PSF
ROOF 10 PSF
ALLOWANCE - FUTURE MECHANICAL 10 PSF
LIVE LOADS (L)
FLOORS 60 PSF
STORAGE 150 PSF
STAIRS 100 PSF
ROOF 20 PSF
SNOW LOAD (S)
Pg 50 PSF
Pf 38.5 PSF
Ce 1.0
I 1.0
Ct 1.1
DRIFTING SEE DRAWINGS
LATERAL LOAD (H)
DESIGN GROUND WATER ELEV N/A
SOIL UNIT WT., DRY 120 PCF
Ø 32 DEGREES
SURFACE SURCHARGE 200 PSF
SOIL - AT REST 54 PSF/FT
WIND LOAD (W)
BASIC WIND SPEED, V 115 MPH (3 SECOND GUST)
I 1.0
EXPOSURE C
KZT 1.0
NET ALLOWABLE SOIL BEARING PRESSURE 3,000 PSF
GOVERNING CODES:
GENERAL IBC 2018
LOADS ASCE 7-16
CONCRETE ACI 318-14
ACI 350-06
STEEL AISC 360-16
ALUMINUM ADM 2015
MASONRY TMS 402/602-16
B. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING AND
NEW UNDERGROUND UTILITIES PRIOR TO BEGINNING
EXCAVATION.
1. REFER TO GEOTECHNICAL REPORT NO. 21-436 DATED OCTOBER 28,
2021, PREPARED BY INDEPENDENT TESTING TECHNOLOGIES.
3. ALL TOPSOIL, FILL, ORGANIC AND/OR BLACK CLAYEY SOIL SHALL BE
REMOVED BELOW THE FOOTINGS AND/OR THE BUILDING AREA TO THE
DEPTHS INDICATED IN THE GEOTECHNICAL REPORT. EXTENT OF
REMOVAL SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER.
RISK CATEGORY II
1. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND UNLESS
NOTED.
2. PROVIDE OPEN-CORE STYLE CMU FOR ALL MASONRY WALLS.
3. PROVIDE BULLNOSED CMU FOR ALL EXPOSED MASONRY WALL
CORNERS.
4. PROVIDE VERTICAL #5 @ 32" SPACING IN ALL MASONRY WALLS
UNLESS NOTED.
5. GROUT FULL ALL CMU CORES CONTAINING VERTICAL
REINFORCEMENT.
6. INSTALL HORIZONTAL JOINT REINFORCING IN EVERY OTHER
COURSE.
7. PROVIDE MASONRY EXPANSION JOINT WHERE INDICATED,
SEE DETAIL
8. PROVIDE MASONRY CONTROL JOINT WHERE INDICATED, OR AT
A SPACING NO GREATER THAN 20 FEET, SEE DETAIL .
9. TOOL ALL MASONRY JOINTS CONCAVE.
10. FOR MASONRY LINTEL INFORMATION, SEE DETAILS ,
AND .
5. PLACE AND COMPACT MIN 1'-0" IMPORTED STRUCTURAL FILL UNDER
ALL NEW FOUNDATIONS. PLACE IN MAXIMUM 8" HIGH LIFTS AND
COMPACT TO MIN 100% PROCTOR DENSITY, ± 3% MOISTURE CONTENT.
MASONRY CONSTRUCTION NOTES:
#7 54 IN. 70 IN. 81 IN. 105 IN. 14 IN.
#8 62 IN. 80 IN. 93 IN. 120 IN. 16 IN.
D. PROVIDE WATERSTOP IN ALL CONCRETE JOINTS OF ALL
WATER-CONTAINING STRUCTURES.
OWNER PAID
PER 03 30 00
UNIT STRENGTH
METHOD
OWNER PAID
H. PROVIDE PROPOSED CONCRETE PLACEMENT SCHEDULE
FOR ENGINEER REVIEW.
6. BELOW-GRADE WALLS MAY BE BACKFILLED WITH SUITABLE ON SITE
SOILS. ENSURE COBBLES GREATER THAN 3" IN DIAMETER ARE NOT
PLACED AND COMPACTED WITHIN 1'-0" OF CONCRETE STRUCTURES AND
UTILITY PIPES. PLACE IN MAXIMUM 8" HIGH LIFTS AND COMPACT TO A
MINIMUM 95% STANDARD PROCTOR DENSITY ± 3% MOISTURE CONTENT.
1. PROVIDE 7 DAY DAMP CURE PER THE SPECIFICATIONS AT ALL
INTERIOR SLABS.
SLAB CONSTRUCTION NOTES:
2. PROVIDE 8" THICK CONCRETE SLAB WITH #5 @ 12" O.C. E.W. AT
ALL GARAGE SLABS UNLESS NOTED.
3. JOINTED SLAB PANEL LENGTH TO WIDTH RATIOS SHALL NOT
EXCEED 1.5 : 1.0.
4. PROVIDE SLAB DETAILS ____________ AT TRENCH DRAINS AND
SAND INTERCEPTORS, RESPECTIVELY. SEE MECHANICAL AND
ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION.
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:33 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS001 STRUCTURAL NOTES - IBRIAN G. BELLEMARE50378NO. REVISION DATE
1. THE STEEL DECK SHALL BE OF DEPTH AND GAUGE SHOWN ON
THE STRUCTURAL DRAWINGS. STEEL DECK SIZE HAS BEEN
SPECIFIED BASED ON 3-SPAN DESIGN VALUES, CONTRACTOR
SHALL REVIEW ACTUAL SPAN CONDITIONS FOR ALL DECK
LAYOUTS WHEN DESIGNING SHORING. ALL ROOF DECK AND
ACCESSORIES SHALL BE GALVANIZED CONFORMING TO ASTM
A653 WITH A MINIMUM YIELD STERNGTH OF 38 ksi. GALVANIZED
DECK SHALL BE ZINC COATED ASTM A653-G60. FOR DECK
EXPOSED TO WEATHER USE G90. ALL WELDING SHALL BE IN
ACCORDANCE WITH AWS D1.3.
2. MINIMUM BEARING ON STEEL DECK ON SUPPORTS SHALL BE 2".
ALL 3" STEEL DECK SHALL HAVE MINIMUM BEARING OF 3".
NONCOMPOSITE UNITS SHALL BE FASTENED AS NOTED ON THE
PLANS, AT MINIMUM CONNECT THE STEEL SUPPORTS AT THE
ENDS OF THE UNITS AND AT INTERMEDIATE SUPPORTS BY A
MINIMUM OF FOUR CONNECTIONS PER 3’-0” OF WIDTH. WHERE
TWO UNITS ABUT, EACH UNIT SHALL BE SO FASTENED TO THE
STEEL FRAMING. THE SIDE LAPS OF ADJACENT UNITS SHALL BE
FASTENED BETWEEN SUPPORTS BY CONNECTIONS AT A
MAXIMUM SPACING OF 1’-0” ON CENTER UNLESS NOTED
OTHERWISE. DECK UNITS SHALL BE CONNECTED TO THE STEEL
SUPPORTS AT THE SIDE BOUNDARIES AT A MAXIMUM SPACING
OF 1’-0” ON CENTER.
3. ALL DECKING SHALL BE SECURED TO SUPPORTS WITH POWDER
ACTUATED PIN FASTENERS. NO WELDING OF STEEL DECK IS
ALLOWED. FASTENER LAYOUT SHALL BE 36/4.
4. STEEL DECK SIDE LAPS SHALL BE NO. 10 SCREWS AT 12" OC
MAXIMUM.
5. WHERE STEEL MEMBERS ARE PARALLEL TO THE DECK FLUTES
AND AT THE SAME ELEVATION OF THE BOTTOM OF THE DECK,
ADJUST DECK LAYOUT AND WELD DECK TO STEEL WITH SAME
WELDING AS REQUIRED FOR SIDE BOUNDARIES.
6. HANGERS SUPPORTED BY METAL DECKING ONLY OR METAL
DECKING WITH INSULATED FILL SHALL BE ATTACHED TO STEEL
BARS, 3/8" ROUND x 12" OR 1 1/2" SQUARE x 12" FLAT, PLACED
PERPENDICULAR TO FLUTES. ONLY LIGHT DUCTWORK (12"x16"
MAX), PIPING (1 1/2" ROUND PIPING MAX) OR CEILINGS MAY BE
HUNG FROM SUCH INSTALLATIONS. HANGERS MUST BE TWO
FLUTES APART WHERE THEY OCCUR ON THE SAME DECK SPAN.
7. STEEL DECK TYPES SHALL BE AS FOLLOWS: ROOF DECK - VERCO
TYPE HSB-36, VULCRAFT 1.5B, OR APPROVED EQUAL.
8. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, ETC. FOR
SIZES AND LOCATIONS OF OPENINGS NOT SHOWN ON THE
STRUCTURAL DRAWINGS. SEE TYPICAL DETAILS FOR FRAMING
SUPPORT AT DECK OPENINGS.
9. THE STEEL DECK FABRICATOR SHALL FURNISH SHOP DRAWINGS
OF ALL STEEL DECK FOR ARCHITECT'S REVIEW PRIOR TO
FABRICATION.
STEEL ROOF DECK NOTES:OPEN WEB STEEL JOIST NOTES:
1. ALL JOISTS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. ALL WELDING
PER AMERICAN WELDING SOCIETY (AWS) STANDARDS.
COMPLIANCE WITH AWS STANDARDS MAY BE WAIVED IF ALL
WELDS ARE INSPECTED BY AN INDEPENDENT TESTING
LABORATORY.
2. HORIZONTAL & DIAGONAL BRIDGING SHALL BE PROVIDED BY
JOIST MANUFACTURER IN ACCORDANCE WITH SJI STANDARDS.
LOCATION AND TYPE OF BRIDGING SHALL BE CLEARLY INDICATED
ON THE SHOP DRAWING, AND SHALL NOT CONFLICT W/OPENING
LOCATIONS.
3. WHERE AIR DUCTS OR OTHER EQUIPMENT INTERRUPTS
HORIZONTAL BRIDGING, SUPPLY DIAGONAL BRIDGING IN BAYS
ADJACENT TO INTERRUPTED BAY. CONTRACTOR TO
COORDINATE LOCATIONS WITH MECHANICAL PRIOR TO
FABRICATION.
4. JOIST GIRDERS ARE TO CONFORM TO THE LATEST AISC-SJI
SPECIFICATIONS. BOTTOM CHORDS OF JOIST GIRDERS ARE TO
BE STABILIZED DURING ERECTION TO PREVENT OVERTURNING
PER MANUFACTURER'S RECOMMENDATION OR METHOD
RECOMMENDED BY THE ARCHITECT/ENGINEER.
5. BOTTOM CHORDS OF JOISTS IN LINE WITH COLUMNS ARE TO BE
EXTENDED AS DETAILED.
6. JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE "DESIGN
LOADS" IN THE GENERAL NOTES, AND FOR ANY ADDITIONAL
LOADS AT LOCATIONS AS SHOWN ON THE PLANS, INCLUDING A
NET UNFACTORED WIND UPLIFT LOAD NORMAL TO THE SURFACE
OF THE ROOF PER THE LOAD DIAGRAMS.
7. JOIST MANUFACTURER SHALL DESIGN AND SUBMIT
CALCULATIONS BY A CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED
FOR ALL JOISTS AND JOIST GIRDERS. CALCULATIONS SHALL
INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. JOISTS
SHALL BE DESIGNED TO RESIST THE LOAD COMBINATIONS
SPECIFIED IN IBC, SECTION 1605. LIVE LOAD DEFLECTIONS SHALL
BE LIMITED TO SPAN/360 AT SIMPLE SPAN FLOOR MEMBERS, 2X
SPAN/360 AT CANTILEVER FLOOR MEMBERS, SPAN/240 AT SIMPLE
SPAN ROOF MEMBERS AND 2X SPAN /240 AT CANTILEVER ROOF
MEMBERS. ALL JOIST AND JOIST GIRDERS SHALL BE CAMBERED
FOR THE DESIGN DEAD LOAD. TO ACCOUNT FOR ADDITIONAL
CONTRACTED LOADS, MANUFACTURER SHALL ADD ADDITIONAL
WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB SIZE
ACCORDINGLY, BUT SHALL NOT ALTER DEPTH OF JOISTS.
MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS FOR
ALL JOIST SHOES WHERE BEARING LENGTH IS LESS THAN 4" AT
LH SERIES JOISTS OR 2 1/2" FOR K SERIES JOISTS.
8. JOISTS ADJACENT TO STRUCTURAL STEEL MEMBERS SHALL BE
DESIGNED TO HAVE ZERO CAMBER.
9. ALL CONCENTRATED LOADS TO STEEL JOISTS SHALL OCCUR
WITHIN 6" OF PANEL POINT.
10. DO NOT PLACE LOADS ON JOISTS OR GIRDERS UNTIL BRIDGING IS
INSTALLED AND BEARING CONNECTIONS HAVE BEEN INSTALLED.
11. STEEL JOIST AND GIRDER SHOES SHALL BE FABRICATED IN
COORDINATION WITH THE ROOF SLOPE.
1. REFERENCES: AWS D1.1 - STRUCTURAL WELDING CODE - STEEL.
3. ALL WELDING SHALL BE PERFORMED BY AWS QUALIFIED
OPERATORS.
4. ALL BOLTS SHALL BE ASTM F3125, GRADE A325-N WITH ASTM
A563 HEAVY HEX NUTS AND ASTM F436 WASHERS.
2. WELD METAL SHALL BE 70 KSI.
5. ALL CAST IN PLACE HEADED ANCHOR RODS SHALL BE ASTM
F1554 GRADE 36, GALVANIZED UNO, W/ LEVELING NUTS.
6. ALL EXPOSED STEEL MEMBERS AND FABRICATIONS SHALL BE
SHOP PRIMED AND PAINTED. ALL OTHER STEEL MEMBERS
SHALL BE SHOP PRIMED.
7. AFTER INSTALLATION, CLEAN AND TOUCH-UP ALL FIELD WELDS,
BOLTED CONNECTIONS, AND SCRATCHED AND DAMAGED
PAINTED OR COATED SURFACES.
STRUCTURAL STEEL NOTES:
1. WALLS SHALL BE DESIGNED PER THE APPLICABLE LOADS
SHOWN ON THE DRAWINGS AND IN THE SPECIFICATIONS.
PRECAST CONCRETE WALL NOTES:
3. VERIFY ALL WALL OPENINGS AND PENETRATIONS WITH
MECHANICAL, ELECTRICAL, PROCESS, AND ARCHITECTURAL
DRAWINGS.
4. FOR WALL FINISH AND COLOR, SEE ARCHITECTURAL DRAWINGS.
2. PROVIDE PRECAST PLANK BEARING ANGLE AND SLIP
CONNECTION EMBEDS AS NECESSARY.
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:33 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS002 STRUCTURAL NOTES - IIBRIAN G. BELLEMARE50378NO. REVISION DATE
200' - 0"
1
S301
2
S301 100' - 0"28' - 0"34' - 8"37' - 4"68' - 0"6' - 0"126' - 0"
2' - 4" 6' - 0"91' - 8"6' - 0"94' - 0"
PRECAST WALL PANEL 3'-0" x 1'-0" STRIP FTNG
W/ (4)-#5 CONT
DRILL & EPOXY FTNG
REINF W/ 6" MIN EMBED
INTO EXIST FTNG -TYP
DRILL & EPOXY FTNG
REINF W/ 6" MIN EMBED
INTO EXIST FTNG -TYP
12" CMU INFILL
W/ #5@32" O.C.
STOOP
SAND INTERCEPTORTRENCH DRAIN
ABOVE
8" SLAB ABOVE W/
#5@12" O.C. E.W.
EXIST CMU WALL -TYP
EXIST FTNG -TYP
3'-0" x 1'-0" STRIP FTNG
W/ (4)-#5 CONT
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:33 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS101 FOUNDATION PLANBRIAN G. BELLEMARE503781 FOUNDATION PLAN
0 4'8'16'
NO. REVISION DATE
ROOF OPNG FRAMING
-SEE DTL 2
1
S301
2
S301
FALSE ROOF -SEE
ARCH, COORD W/
EXIST JST 97'-8"5'-0" MAX SPA
56DLH13 MIN
EXISTING BUILDING
JST BOT CHORD
REINF -TYP OF (4)
JST EA BAY
JST BOT CHORD
REINF -TYP OF (6)
JST EA BAY
EXISTING
BUILDING
EXISTING JOISTS -TYP
2/ S502
ROOF OPNG
-SEE DTL 21/ S502
1.5" 20GA WIDE RIB
STL DECK
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:34 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS201 ROOF FRAMING PLANBRIAN G. BELLEMARE503781 ROOF FRAMING PLAN
0 4'8'16'
NO. REVISION DATE
MAIN LEVEL
EL 0.00
B/FTG
EL -4.33
T/WALL
EL 31.00
2
S301
56DLH13 MIN W/ 5'-0" MAX
SPACING -TYP
1.5" 20 GA WIDE
RIB STL DECK
PRECAST WALL PANEL PRECAST WALL
PANEL
8" SLAB W/ #5@12" EW TRENCH DRAIN
4
S502
4
S502
MIN 1'-0" STRUC
FILL -TYP
MAIN LEVEL
EL 0.00
B/FTG
EL -4.33
T/WALL
EL 31.00
EXIST DECK BRNG
EL 20.25
1
S301
56DLH13 MIN W/ 5'-0" MAX
SPACING -TYP
1.5" 20 GA WIDE
RIB STL DECK
PRECAST WALL PANEL
5
S502
5
S502
TYP8
S501
8" SLAB W/ #5@12" EW
MIN 1'-0" STRUC
FILL -TYP
MIN 1'-0" STRUC
FILL -TYP
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:34 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS301 BUILDING SECTIONSBRIAN G. BELLEMARE503781 SECTION
2 SECTION
0 4'8'16'
0 4'
8'16'
NO. REVISION DATE
OPENING
OR
SLEEVE
(1)-#5 EA FACE
TYP 4 CORNERS
(2)-#5 EA FACE
TYP 4 SIDES
NOTE:REINFORCING SIMILAR AT
RECTANGULAR OPENINGS
HOOK BARS AT
OBSTRUCTIONS AS
NEEDEDTYP 3'-0"T
Y
P
3'-
0
"SEE STRUC NOTESLAP LENGTH, TYPVERTICAL WALL
REINF
HORIZONTAL WALL REINFCORNER BAR -
MATCH WALL
REINF, UNO
2' - 0"MAXSCHEDSEE1' - 0"
2
1
REINF. TO MATCH FTNG
REINF.SCHEDSEEDROP BARS SHALL BE ADD'L REINF
BAR SUPPORTS
GRANULAR BASE
PRECAST CONC BLOCK2"COVER3"COVERCONC. SLAB
TOOL EDGES & FILL W/
JOINT SEALANT
2" 2"1 1/2"DEEPREINF.REINF. -SEE PLANCOVER = t/3CUT-EVERY OTHER
BAR @ CONROL JT
LOCATION SEE PLANtWIRE WATERSTOP
SECURELY IN PLACE
SEE STRUC. NOTES
LAP LENGTH
MIN 10"PVC WATER STOP
WHERE NEC.
REINF.
ROUGHEN
CONCRETE 4" 4"CONC. WALL OR SLAB
#5 CONT
SEE STRUC NOTES
LAP LENGTH - TYP
THICKEN SLAB AS
NECESSARY
TRENCH DRAIN -SEE
PLUMBING DWGS
SLAB -SEE PLAN
INTERRUPT TOP BARS AS
NECESSARY
SLOPE MAX 2" TOWARD
TRENCH DRAIN -DEPRESS
TOP MAT AS NECESSARY
MIN6"BOT BARS CONT
MATCH TOP REINF
(2)-#5 CONT.
W/ MATCHING
CORNER BARS
#5 @ 12" E.W.
4" VOID FORM
FNDN WALL
-SEE PLAN
FLOOR
SLAB
SLOPE 1/4"/FT
1/2" EXP JT, BACKER ROD
& SEALANT
1' - 0" 3' - 4"MINMIN 6 "
1' - 8"
8"
#5 @ 12"
E.W.
SEE ARCH DWGS FOR
INSULATION &
WATERPROOFING
3/4" CHAMFER EXPOSED
EDGES
FLOOR SLAB
-SEE PLAN
<4"ROUGHEN TO 1/4"
AMPLITUDE
NOTE:
VERIFY PAD SIZE & EXTENTS W/
EQUIPMENT/CABINET SUPPLIER
6x6-W2.9xW2.9
≥4"#4 @ 12"
O.C. EW
DRILL & EPOXY #4
DWLS @ 12" O.C. -
ALL SIDES
#4 @ 12"
O.C. EW
3/4" CHAMFER
1
1
#5 @ 12" O.C.
E.W.
MIN 1'-3" THICK CONCRETE SLAB -VERIFY
SIZE W/ MFR.
6"6"1/2" EXP MAT'L AND
SEALANT AT
CONC., TYP
ANCHOR BOLTS -VER SIZE & LOCATION W/
EQUIPMENT SUPPLIER
MIN 1'-0" STRUCTURAL FILL
COMPACT EXISTING
SUBGRADE SOILS
COORD PENETRATION SIZE &
LOCATION W/ MFR SEE 1/S501
FOR SUPPLEMENTAL REINF 3' - 6"3' - 6"6"6" DIA SCHED 40 STL PIPE
FILLED W/ CONC
PROVIDE EXP MAT'L AROUND
PIPE
DIA MIN
1' - 6"
ROUNDED CONC CAP
SLOPE AWAY FROM
BOLLARD
THICKEN SLAB AT
SURFACE MOUNTED
BOLLARD 3' - 6"MIN1' - 0"1/4
6" DIA SCHED 40 STL
PIPE FILLED W/ CONC
3/4" DIA EPOXY
ANCH W/ MIN 6"
EMBED
TYP
1 1/2"
1" ± LEVELING PAD AS
NECESSARY
3/4" PL x 10" SQ
SURFACE MOUNT
(INTERIOR ONLY)
SURFACE MOUNT BOLLARD
BASE PLATE
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:34 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS501 STRUCTURAL DETAILS-IBRIAN G. BELLEMARE50378NO SCALE1OPENING REINFORCEMENT
NO SCALE2CORNER REINFORCING DETAIL
NO SCALE3STEP FOOTING DETAIL
NO SCALE4CONCRETE SLAB SUPPORT
NO SCALE6CONTROL JOINT DETAIL
NO SCALE5CONSTRUCTION JOINT
NO SCALE7TRENCH DRAIN DETAIL
NO SCALE8STOOP DETAIL
NO SCALE9PAD DETAIL
NO SCALE10EXTERIOR EQUIPMENT PAD DETAIL
NO SCALE11STEEL BOLLARD
NO. REVISION DATE
6" MIN
5/8"
3/4"
6" MIN
1/2" LG FILLET WELDS EA
DECK RIDGE
12 GA REINFORCING PLATE
1/2" LG FILLET WELDS @
4" OC AT PARALLEL
EDGES
METAL DECK (UNTOPPED OR
WITH CONCRETE FILL)
UP TO 9" SQ OR 9"
DIA
JOIST OR BEAM
SEE PLANMETAL DECK SEE
PLAN MAX2' - 6" 3/4" DIA PUDDLE
WELD @ EACH RIB
L 3x3x1/4 EA SIDE
OPENING LOCATE AT
BOTTOM OF DECK
MIN TYP
2' - 0"
MAX
2' - 0"
PLAN -OPENING TO 24"
NOTE:
FRAMING TO BE FURNISHED & INSTALLED BY DECKING CONTRACTOR
PLAN -OPENING 25" TO 60"
NOTE:
FRAMING TO BE FURNISHED AND INSTALLED WITH STRUCTURAL STEEL. INSTALL DECK
CLOSURE PER TYPICAL DETAILS AS REQ'D.
5'-0" MAX
C6X8.2 UON
METAL DECK SEE
PLAN
NOTES:
THIS DETAIL IS APPLICABLE TO ALL CONCENTRATED LOADS THAT ARE ATTACHED TO JOIST(S) WHETHER
INDICATED ON THE STRUCTURAL DRAWINGS OR NOT. EXAMPLES OF THESE LOADS ARE:
1. HANGING LOAD, PARTITION THAT EXCEEDS 150#
2. HANGING PLUMBING, MECH'L STEEL PIPE 4" DIA OR LARGER
3. HANGING BASKETBALL GOALS
CONCENTRATED LOAD ON
BOTT CHORD
L2X2X3/16 EACH SIDE BY
GENERAL CONTRACTOR
JOIST PANEL POINT
JOIST TYPE K, LH, DLH SEE
PLAN FOR SIZE
JOIST PANEL POINT
CONCENTRATED LOAD ON TOP
CHORD
3/16
TYP
STEEL ROOF DECK
SEE PLAN
ELEVATION
SEE PLAN
UPLIFT BRIDGING
EMBEDDED PLATE BY
PRECASTER, LOCATE
CENTER OF EMBED ON
CENTER OF ANGLE
L3 1/2x3 1/2x1/4 CONT.
W/ 5/8"Ø EXP ANCH MIN
4" EMBED @ 24" O.C.,
SPLICE BY WELDING
1"3/165/16
WITH 1"
RETURNS
2"3/16
1/8
5"
SEE
NOTE
NOTE:
L6x6x1/2 x 0'-8" W/ 3/8" STIFFENER PL CENTERED ON JOIST -PROVIDE
ERECTION BOLTS AS REQ'D BY JOIST MFR
SLOPE BOTTOM CHORD TO
ACCOMODATE WALL OPENING
STEEL DECK
5/8" Ø WEDGE ANCHOR WITH
4" EMBEDMENT
5/8" Ø WEDGE ANCHOR @24"
O.C. WITH 4" EMBEDMENT TYP.
L 3 1/2 x 3 1/2 x 1/4
CONT.
13/16
13/164 SIDES
TYP
3/16
TYP.
L 3 1/2 x 3 1/2 x 1/4
CONT.
NOTE:
DETAIL SIMILAR AT DIAGONAL BRIDGING
1/2" P x 6" SQ W/ (2)-1/2" Ø
HEADED STUDS
DRYPACK
-TYP
EMBED PER PRECASTER
-MIN (2) PER PANEL
CONT ANGLE
FTNG (SLAB AT SIM)
-SEE PLAN1"±SHIM
L
INSULATED PC
CONC WALL
PANEL
NOTES:
1. CONTINUOUS ANGLE AND EMBEDS SHALL BE HOT-DIP
GALVANIZED.
2. REPAIR DAMAGED COATINGS AS NECESSARY.
T/FTNG (SLAB SIM)
VARIES
SEE PLAN
GRID
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY PHASE II EXPANSIONMINNESOTA193806297NOVEMBER 13, 202311/7/2023 11:39:35 AMC:\Users\Public\Documents\Local_Revit_Files\193806297_AS_R21_Hunter.Pankratz.rvtS502 STRUCTURAL DETAILS-IIBRIAN G. BELLEMARE50378NO SCALE1DECK OPENING 9" OR LESS
NO SCALE2TYPICAL OPENINGS IN METAL DECK
NO SCALE3TYPICAL JOIST REINFORCING DETAIL
NO SCALE4ROOF JOIST TO EXTERIOR WALL
NO SCALE5CONT. HORIZ. BRIDGING END DETAIL
NO SCALE6PRECAST WALL TO FOUNDATION CONNECTION
NO. REVISION DATE
KEY NOTES
1.WET PIPE SPRINKLER COVERAGE ORDINARY HAZARD, GROUP 1.
2.EXISTING 6" FIRE WATER SERVICE.
3.FIRE SPRINKLER RISER SEE 2/FP101.
4.FIRE DEPARTMERNT CONNECTION.
5.ROUTE FIRE PROTECTION PIPING AT CEILING TO AREA
SERVED.
6.OVERHEAD DOOR, SEE ARCH.
7.INFRARED HEATER AND REFLECTOR TYPICAL. COORDINATE
SPRINKLER LAYOUT WITH HEATERS.
1
14"
CONC.
WALL
24'
-
0"
6
4
3
2 7777
7777
5
EXTERIOR ALARM LOCATED ABOVE SIAMESE CONNECTION.
WIRING BY DIVISION 26
PRESSURE GAUGE
CHECK VALVE WITH
BALL DRIP
OS&Y VALVE WITH
SUPERVISORY SWITCH
2 1/2" X 2 1/2" X 4"
SIAMESE
CONNECTION.
DOUBLE CHECK VALVE
FIN. FLR.
EXISTING SERVICE
WATER FLOW ALARM VALVE
ASSEMBLY OR FLOW
SWITCH
2" MAIN DRAIN VALVES PIPED
TO OUSIDE OF BUILDING
RISER
OS&Y VALVE WITH
SUPERVISORY SWITCH
CONNECT TO EXISTING 6" FIRE SERVICE
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:38 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtFP101 FIRE PROTECTIONAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 FIRE PROTECTION PLAN
0 5'-4''10'-8'' 21'-4''
2 FIRE SPRINKLER RISER DETAIL
GENERAL
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL
SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.
B.INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT
DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.
C.PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE.
D.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXITING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND REPAIR ALL
DAMAGE ALL DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES UNLESS
OTHERWISE INDICATED.
E.COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN
ON OTHER CONTRACT DOCUMENT DRAWINGS.
F.ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.
G.COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND
PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL
DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.
H.ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND DIVISION 16 OF THE SPECIFICATION.
I.CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED AND LOCATED BY THE MECHANICAL CONTRACTOR.
MINIMUM CONCRETE PAD THICKNESS SHALL BE 6 IN. PAD SHALL EXTEND BEYOND THE EQUIPMENT OF A MINIMUM OF 6 IN. ON EACH
SIDE. CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE
MECHANICAL CONTRACTOR TO COORDINATE THE SIZE AND LOCATION OF CONCRETE HOUSEKEEPING PADS WITH THE GENERAL
CONTRACTOR.
J.WHERE BEAMS ARE INDICATED TO BE PENETRATED WITH DUCTWORK OR PIPING, COORDINATE DUCTWORK AND PIPING LAYOUT WITH
BEAM OPENING SIZE AND OPENING LOCATIONS. COORDINATION SHALL BE DONE PRIOR TO THE FABRICATION OF DUCTWORK, CUTTING OF
PIPING, OR FABRICATION OF BEAMS.
K.WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC) IS SUBCONTRACTED, IT SHALL BE THE MECHANICAL
CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE
PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT OR WHICH CONTRACTOR PROVIDES
FINAL CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE
MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL.
L.ALL DUCTWORK, PIPING, AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL BE COORDINATED WITH THE GENERAL
CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM
CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE PERMITTED. THE USE OF C-CLAMPS SHALL NOT BE
PERMITTED.
M.MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALL NOT BE SUPPORTED FROM A METAL DECK.
N.ALL ROOF-MOUNTED EQUIPMENT CURBS FOR EQUIPMENT PROVIDED BY THE MECHANICAL CONTRACTOR SHALL BE FURNISHED BY THE
MECHANICAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR.
O.LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED.
P.ALL AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH AIR HANDLING UNIT AND ROOFTOP UNIT SHALL BE PIPED FULL SIZE OF THE
UNIT DRAIN OUTLET, WITH “P”TRAP, AND PIPED TO THE NEAREST DRAIN. SEE THE DETAILS SHOWN IN THE DRAWINGS OR THE CONTRACT
SPECIFICATIONS FOR THE DEPTH OF THE AIR CONDITIONING CONDENSATE TRAP.
Q.REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.
PIPING
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS
AS INDICATED ON THE DRAWINGS, AND AS SPECIFIED AND REQUIRED BY CODE.
B.UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO THE UNDERSIDE OF THE STRUCTURE OR SLAB, WITH SPACE FOR
INSULATION IF REQUIRED.
C.ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
D.ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION.
E.ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED
AT NO ADDITIONAL COST TO THE OWNER.
F.SLOPE REFRIGERANT PIPING ONE PERCENT IN THE DIRECTION OF OIL RETURN. LIQUID LINES MAY BE INSTALLED LEVEL.
G.INSTALL HORIZONTAL REFRIGERANT HOT GAS DISCHARGE PIPING WITH ½”PER 10 FT. DOWNWARD SLOPE AWAY FROM THE
COMPRESSOR.
H.INSTALL HORIZONTAL REFRIGERANT SUCTION LINES WITH ½”PER 10 FT. DOWNWARD SLOPE TO THE COMPRESSOR, WITH NO LONG
TRAPS OR DEAD ENDS THAT MAY CAUSE OIL TO SEPARATE FROM THE SUCTION GAS AND RETURN TO THE COMPRESSOR IN DAMAGING SLUGS.
PLUMBING
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PLUMBING SYSTEMS
AS INDICATED ON THE DRAWINGS, AND AS SPECIFIED AND REQUIRED BY CODE.
B.RUN ALL SOIL WASTE AND VENT PIPING WITH 2 PERCENT MINIMUM GRADE UNLESS OTHERWISE NOTED (EDIT THE SLOPE TO SUIT PROJECT
REQUIREMENTS). HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR WASTE PIPE BY GRAVITY.
C.ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE BOTTOM OF ALL PRESSURE PIPING AND TO THE INVERT OF ALL GRAVITY PIPING.
D.ADJUST SEWER INVERTS TO KEEP THE TOPS OF PIPES IN LINE WHERE THE PIPE'S SIZE CHANGES.
E.MAINTAIN A MINIMUM OF 3'6”OF GROUND COVER OVER ALL UNDERGROUND WATER MAINS AND A MINIMUM OF 3'0”OF GROUND COVER
OVER ALL UNDERGROUND SEWERS AND DRAINS (EDIT THE DEPTH OF THE GROUND COVER TO SUITE FROST LINE DEPTH AND PROJECT
REQUIREMENTS).
F.PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES.
G.UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO THE UNDERSIDE OF THE SLAB, WITH SPACE FOR INSULATION IF REQUIRED.
H.INSTALL PIPING SO ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE.
I.WHEN DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED TO THE
LAST FIXTURE.
J.INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.
K.ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
L.ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS.
M.UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FT. OR MORE)
TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS.
N.ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION.
O.ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE THE FULL SIZE OF THE PIPE BEFORE REDUCING THE SIZE TO MAKE
CONNECTIONS TO THE EQUIPMENT AND CONTROLS.
P.PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS.
Q.UNLESS OTHERWISE NOTED, DRAINS SHALL BE INSTALLED AT THE LOW POINT OF ROOFS, AREAWAYS, FLOORS, ETC.
R.PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF
STACKS, EVERY 50 FT. IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED (EDIT HORIZONTAL CLEANOUT SPACING TO SUIT CODE AND
PROJECT REQUIREMENTS).
S.ALL CLEANOUTS SHALL BE THE FULL SIZE OF THE PIPE FOR PIPE SIZES 6 IN. AND SMALLER, AND SHALL BE 6 IN. FOR PIPE SIZES LARGER THAN
6 IN.
T.ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS
(MEMORY STOPS).
U.ALL VALVES SHALL BE INSTALLED SO THE VALVE REMAINS IN SERVICE WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE
VALVE IS REMOVED.
V.ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED
AT NO ADDITIONAL COST TO THE OWNER.
LEGEND OF SYMBOLS ABBREVIATIONS
R
X
SAN
X
V
X
ST
X
EM.ST
X
T
(type WC, number 1)
RELIEF VALVETEMPERATURE & PRESSURE
TEST PLUGPRESSURE/TEMPERATURE
FCO FLOOR CLEAN OUT
RISER WITH WALL CLEAN OUTWCO
HOSE BIBBHB
EQUIPMENT MARK
S
SOLENOID VALVE
FLOW METERM
P
PRESSURE SWITCH
F
FLOW SWITCH
TP
GAS COCK
WATER HAMMER ARRESTOR/SHOCK ABSORBER
PUMP
PRESSURE REDUCING VALVE
SWING CHECK VALVE
GATE VALVE
BALL VALVE
UNION
THERMOMETER
PRESSURE GAUGE
STRAINER
PIPE ANCHOR
CAP OR PLUG
OS & Y GATE VALVE
CALIBRATED BALANCE VALVE
PIPE GUIDE
LOCK-SHIELD IN OPEN POSITION SHUT-OFF VALVE
DOUBLE CHECK VALVE ASSEMBLY
REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY
THERMOSTATIC MIXING VALVE
PRESSURE REGULATING VALVE
S.A.
KEYNOTE INDICATOR
2
PIPE RISER TAG
REVISION INDICATOR
SANITARY STACK TAG
VENT STACK TAG
STORM CONDUCTOR TAG
EMERGENCY STORM CONDUCTOR TAG
POINT OF DEMOLITION
CONNECT TO EXISTING
ITEMS LISTED MAY OR MAY NOT BE USED ON THIS PROJECT.ITEMS LISTED MAY OR MAY NOT BE USED ON THIS PROJECT.
ABV ABOVE
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
AP ALARM PANEL
ARCH ARCHITECTURAL
A/S AUTOMATIC SPRINKLERS
AUTO AUTOMATIC
BD BALL DRIP
BLDG BUILDING
BLW BELOW
BTM BOTTOM
BTUH BRITISH THERMAL UNITS PER HOUR
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
C.I.CAST IRON
CL CENTERLINE
CLG CEILING
CO CLEANOUT
COL COLUMN
COMB COMBINATION
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION
CONTR CONTRACTOR
CW DOMESTIC COLD WATER
CWW CLEAR WATER WASTE
dB DECIBEL
DCVA DETECTOR CHECK VALVE ASSEMBLY
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DISCH DISCHARGE
DN DOWN
DP DEEP
DWG DRAWING
DWH DOMESTIC WATER HEATER
(E)EXISTING
E.C.ELECTRICAL CONTRACTOR
ELEC ELECTRICAL
ELEV ELEVATION
EM. GEN.EMERGENCY GENERATOR
ENCL ENCLOSURE
EQUIP EQUIPMENT
ESFR EARLY SUPPRESSION FAST RESPONSE
EWC ELECTRIC WATER COOLER
EX EXTENDED COVERAGE
EXP EXPANSION
FAI FRESH AIR INLET
FBP FIRE PROTECTIONJ BACKFLOW
PREVENTER
FCO FLOOR CLEANOUT
FC FLEXIBLE CONNECTOR
FCVA FLOOR CONTROL VALVE ASSEMBLY
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FEC FIRE EXTINGUISHER CABINET
FH FIRE HYDRANT
FHR FIRE HOSE RACK
FHV FIRE HOSE VALVE
FIN FINISH
FIXT FIXTURE
FLEX FLEXIBLE
FLR FLOOR
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FEET (FOOT)
FT WG FEET (WATER GAUGE)
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GRD GROUND
HB HODE BIBB
HGT HEIGHT
HORIZ HORIZONTAL
HP HORSEPOWER
HVAC HEATING, VENTILATION AND AIR
CONDITIONING
HYD HYDRAULIC
HW DOMESTIC HOT WATER
HWR DOMESTIC HOT WATER RETURN
HZ HERTZ
ID INSIDE DIAMETER
IN. WG.INCHES (WATER GAUGE)
INCL INCLUDE
INSUL INSULATION
INV EL INVERT ELEVATION
ITC INSPECTOR'S TEST CONNECTION
JC JANITOR'S CLOSET
JP JOCKEY PUMP
JPC JOCKEY PUMP CONTROLLER
JT JOINT
L LAVATORY
LF LINEAL FOOT
LN LENGTH
LTG LIGHTING
LV LOW VOLTAGE
LVR LOUVER
LWT LEAVING WATER TEMPERATURE
MA MEDICAL AIR
MAX MAXINUM
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MR MOP RECEPTOR
MTD MOUNTED
MTG MOUNTING HEIGHT
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NG NATURAL GAS
NO NORMALLY OPEN
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OC ON CENTER
OD OUTSIDE DIAMER
OFRWL OVERFLOW RAINWATER LEADER
ORD OVERFLOW ROOF DRAIN
OS&Y OUTSIDE SCREW AND YORK
O2 OXYGEN
PC PLUMBING CONTRACTOR
PD PRESSURE DROP
PEND PENDANT
PH PENTHOUSE
PLMB PLUMBING
PNL PANEL
PRESS PRESSURE
PRV PRESSURE REGULATING VALVE
PS PULL STATION
PSI POUNDS PER SQUARE INCH
(GAUGE)
PSIG POUNDS PER SQUARE INCH
(GAUGE)
PSIA POUNDS PER SQUARE INCH
(ABSOLUTE)
REC RECESSED
REQD REQUIRED
REV REVISION
RH ROOF HYDRANT
RM ROOM
RPM REVOLUTIONS PER MINUTE
S SINK
SAN SANITARY WASTE
SECT SECTION
SF SQUARE FOOT (FEET)
SH SHOWER
SHT SHEET
SIM SIMILAR
SK SINK
SP STATIC PRESSURE
SPEC SPECIFICATION
SR SPINKLER RISER
SS SAFETY STATION
STN STL STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STP STANDPIPE
STR STRAINER
SUSP SUSPENDED
SUSP CLG SUSPENDED CEILING
SW SWITCH
TEMP TEMPERATURE
TS TAMPER PROOF SWITCH
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UR URINAL
V VENT (SANITARY)
VB VACUUM BREAKER
VLV VALVE
VERT VERTICAL
VOL VOLUME
VTR VENT THROUGH ROOF
W.S.WASTE STACK
WC WATER CLOSET
WD WIDTH
WH WATER HEATER
WT WEIGHT
ZVB ZONE VALVE BOX
X
PIPE LEGEND
HARD COLD WATER -HCW
DOMESTIC COLD WATER -DCW
HARD COLD WATER
HARD COLD WATER
DOMESTIC HOT WATER -DHW
RECIRCULATING HOT WATER -RHW
TEMPERED WATER -T
SANITARY WASTE -SAN
RAINWATER LEADER -RWL
SANITARY VENT -V
COMPRESSED AIR -CA SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:44 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtP001 PLUMBING COVER SHEETAuthor
Designer
Approver
Checker
NO. REVISION DATE
KEY NOTE
1.TRENCH DRAIN.
2.SAND INTERCEPTOR.
3.CLEANOUT, LOCATE OUTSIDE OF DRIVE PATH.
4.FLAMMABLE WASTE TRAP, SEE 5/P501.
5.FOR CONTINUATION SEE CIVIL.121213
4
5
Y.C.O
F.C.O
F.C.O
F.C.O
4"ø SAN 4"ø SAN
4"ø SAN
12"ø RWL
4"ø SAN
4"ø SAN
5
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:45 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtP100 UNDER SLAB PLUMBING PLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 UNDER SLAB PLUMBING PLAN
0 5'-4''
10'-8'' 21'-4''
F.C.O F.C.O1414 13
KEY NOTES
1.TRENCH DRAIN.
2.NOT USED.
3.FLAMMABLE WASTE TRAP, SEE 5/P501.
4.SAND INTERCEPTOR WITHOUT WATER SEAL.
5.TERMINATE OVERFLOW AT EXTERIOR WALL IN DOWNSPOUT
NOZZLE. SEE ARCH FOR ELEVATION.
6.OFFSET 10FT FROM STOOP.
7.HOSE BIBB, HB-1, MOUNTED 36" AFF TYP.
8.1 " CW WITH CAP AND VALVE FOR FUTURE BRINE
CONNECTION.
9.CONNECT 1" CA TO EXISTING CA AT AIR COMPRESSOR.
10.CAP AND VALVE CA IN ADDITION FOR FUTURE CONNECTION BY
OTHERS.
11.CONNECT 1" CW TO EXISTING 2 1/2" CW AT CEILING.
12.ROUTE AT CEILING.
13.CONNECT TO EXISTING 6" RWL AT CEILING.
14.TERMINATE AT EXTERIOR WALL IN DOWNSPOUT, SEE ARCH
FOR ELEVATION.
15.REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY LOCATE 48"
A.F.F.
4" SEPARATOR VENT
UP TO 4" VTR
4" VENT UP TO
4" VTR WITH CO
5 5 5 5
5555
C.O
C.O
C.OC.O
C.O
F.C.O
Y.C.O
6"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL8"ø RWL
10"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL 8"ø RWL
6"ø RWL
6"ø RWL
6"ø RWL
10"ø RWL
10"ø RWL
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
6
78HB-1 HB-1 HB-1 HB-1
HB-1HB-1HB-1HB-1
1"ø CW 3/4"ø CW 3/4"ø CW
3/4"ø CW 3/4"ø CW 3/4"ø CW
9
10
6"ø RWL
6"ø RWL
1215
12
12
6"ø RWL
14
13
1"ø CW
12
11
1"ø CW
1"ø CW
EXIST 2 1/2" CW EXIST 1" CW
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:46 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtP101 PLUMBING PLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 PLUMBING PLAN
0 5'-4''
10'-8'' 21'-4''
CHANNEL
CAST IRON
PAVEMENT GRATES
LAID IN CAST IRON
DRAIN BODY
ROUGH FLOOR
SLAB
FINISH FLOOR
SLAB
FINISH FLOOR
VENEER
REMOVABLE CAST
IRON GRATE
CROSS SECTION MODULAR
TRENCH DRAIN
CROSS SECTION FOR GARAGE OR
STORM WATER DRAIN OVERALL
LENGTH AS REQUIRED
SECONDARY DOME STRAINER
CONCRETE FILL
FINISHED FLOOR
STRUCTURAL SLAB
SEAL ATTACHMENT
WATERPROOF
MEMBRANE
12" MINIMUM
VENT PIPE
PIPE INSULATION
OFFSET IN CEILING WHERE REQUIRED
ESCUCHEON FOR
EXPOSED RISER
ROOF
CONSTRUCTION
PIPE SLEEVE
24" MIN. FROM ANY WALL OR
VERTICAL SURFACE
VENT THRU ROOF
SEE ARCHITECTURAL
FOR ROOF PENETRATION
AS REQUIRED2"FLOW
CLEANOUT BOX
CLEANOUT PLUG
PIPE RISER
1/8 BEND
SEWER MAINWYE
SHORT LENGHT OF PIPE
FURNISHED W/CLEANOUT BOX
#3 BARS ALL AROUND
(W/6" OVERLAP)
ROUNDED CONCRETE SLAB
2' SQUARE
TURF
FINISHED GRADE
COVER
1"8"F.C.O.
4"
OUTLET
SANITARY SEWER
6" MONOLITH POURED CONCRETE OR 3/16"
IRON OR STEEL WITH CORROSION
RESISTANT COATING ON THE INSIDE AND
OUTSIDE
35 CUBIC FEET
MINIMUM CAPACITY
4"
INLET
DRAIN
EXTEND SEPARATELY TO A POINT
AT LEAST 12" ABOVE ROOF LINE
VENT
DRAIN(S)
MUST NOT
RETAIN
LIQUIDS
2'-0"
SOLID
COVER
3" MIN.3"3'-0"1'-6"SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:47 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtP501 PLUMBING DETAILSAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 TRENCH DRAIN DETAIL 2 FLOOR DRAIN DETAIL 3 VENT THROUGH ROOF
4 YARD CLEANOUT 5 FLAMMABLE WASTE TRAP
TD-1 TRENCH DRAIN 4 3 - - - NO
HB-1 HOSE BIBB - INDOOR - - 1/2 - - NO
MARK DESCRIPTION
WASTE
PIPE
(IN)
VENT
PIPE
(IN)
COLD
WATER
(IN)
HOT
WATER
(IN)
TEMPERED
WATER
(IN)
ELECTRIC
SENSOR REMARKS
PLUMBING FIXTURE SCHEDULE
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
HB-1
3/4"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
1"ø CW
1"ø CW
1"ø CW
1"ø CW
1"ø CW
3/4"ø CW
1"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
3/4"ø CW
1"ø CW
2 1/2"ø
CW
CONNECT 1" DCW
LINE WITH EXISTING
VERIFY EXACT
LOCATION IN THE
FIELD.1" CW FOR FUTURE BRINE CONNECTION.
4"ø SAN
4"ø SAN
4"ø SAN
4"ø
4"ø SAN
FCOFCO
FCO
4"ø SAN
4"ø SAN
VENT UPTO ROOF
SHEET NUMBERARCHITECTPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:CITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:47 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtP502 PLUMBING ISOMETRICSAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 DOMESTIC WATER ISOMETRIC DIAGRAM
2 WASTE AND VENT ISOMETRIC DIAGRAM
GENERAL
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL
SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.
B.INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT
DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.
C.PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING
STRUCTURE.
D.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXITING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PAY FOR AND
REPAIR ALL DAMAGE ALL DAMAGES CAUSED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES
UNLESS OTHERWISE INDICATED.
E.COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN
ON OTHER CONTRACT DOCUMENT DRAWINGS.
F.ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.
G.COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND
PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL
DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.
H.ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND DIVISION 16 OF THE SPECIFICATION.
I.CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL BE SIZED AND LOCATED BY THE MECHANICAL CONTRACTOR.
MINIMUM CONCRETE PAD THICKNESS SHALL BE 6 IN. PAD SHALL EXTEND BEYOND THE EQUIPMENT OF A MINIMUM OF 6 IN. ON EACH
SIDE. CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE
MECHANICAL CONTRACTOR TO COORDINATE THE SIZE AND LOCATION OF CONCRETE HOUSEKEEPING PADS WITH THE GENERAL
CONTRACTOR.
J.WHERE BEAMS ARE INDICATED TO BE PENETRATED WITH DUCTWORK OR PIPING, COORDINATE DUCTWORK AND PIPING LAYOUT WITH
BEAM OPENING SIZE AND OPENING LOCATIONS. COORDINATION SHALL BE DONE PRIOR TO THE FABRICATION OF DUCTWORK, CUTTING OF
PIPING, OR FABRICATION OF BEAMS.
K.WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC) IS SUBCONTRACTED, IT SHALL BE THE
MECHANICAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN
DISCREPANCIES ARISE PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT OR WHICH
CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE
ATTENTION OF THE MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL.
L.ALL DUCTWORK, PIPING, AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL BE COORDINATED WITH THE GENERAL
CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM
CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE PERMITTED. THE USE OF C-CLAMPS SHALL NOT BE
PERMITTED.
M.MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALL NOT BE SUPPORTED FROM A METAL DECK.
N.ALL ROOF-MOUNTED EQUIPMENT CURBS FOR EQUIPMENT PROVIDED BY THE MECHANICAL CONTRACTOR SHALL BE FURNISHED BY THE
MECHANICAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR.
O.LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED.
P.ALL AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH AIR HANDLING UNIT AND ROOFTOP UNIT SHALL BE PIPED FULL SIZE OF
THE UNIT DRAIN OUTLET, WITH “P”TRAP, AND PIPED TO THE NEAREST DRAIN. SEE THE DETAILS SHOWN IN THE DRAWINGS OR THE
CONTRACT SPECIFICATIONS FOR THE DEPTH OF THE AIR CONDITIONING CONDENSATE TRAP.
Q.REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.
PIPING
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS
AS INDICATED ON THE DRAWINGS, AND AS SPECIFIED AND REQUIRED BY CODE.
B.UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO THE UNDERSIDE OF THE STRUCTURE OR SLAB, WITH SPACE FOR
INSULATION IF REQUIRED.
C.ALL PIPING SHALL CLEAR DOORS AND WINDOWS.
D.ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION.
E.ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE
PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
F.SLOPE REFRIGERANT PIPING ONE PERCENT IN THE DIRECTION OF OIL RETURN. LIQUID LINES MAY BE INSTALLED LEVEL.
G.INSTALL HORIZONTAL REFRIGERANT HOT GAS DISCHARGE PIPING WITH ½”PER 10 FT. DOWNWARD SLOPE AWAY FROM THE COMPRESSOR.
H.INSTALL HORIZONTAL REFRIGERANT SUCTION LINES WITH ½”PER 10 FT. DOWNWARD SLOPE TO THE COMPRESSOR, WITH NO LONG
TRAPS OR DEAD ENDS THAT MAY CAUSE OIL TO SEPARATE FROM THE SUCTION GAS AND RETURN TO THE COMPRESSOR IN DAMAGING
SLUGS.
HVAC/SHEET METAL
A.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE HVAC SYSTEMS AS
INDICATED ON THE DRAWINGS, AND AS SPECIFIED AND REQUIRED BY CODE.
B.CERTAIN ITEMS SUCH AS RISES AND DROPS IN DUCTWORK, ACCESS DOORS, VOLUME DAMPERS, ETC., ARE INDICATED ON THE
CONTRACT DOCUMENT DRAWINGS FOR CLARITY FOR A SPECIFIC LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE
EXTENT OF THE REQUIREMENTS FOR THESE ITEMS.
C.UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS AND HUMIDISTATS 4'-0”(CENTERLINE) ABOVE THE FINISHED FLOOR.
NOTIFY THE ENGINEER OF ANY ROOMS WHERE THE PRECEDING LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON
LOCATION.
D.ALL DUCTWORK SHALL CLEAR DOORS AND WINDOWS.
E.PROVIDE ALL 90-DEGREE SQUARE ELBOWS WITH DOUBLE RADIUS TURNING VANES UNLESS OTHERWISE INDICATED.
F.COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER
CEILING ITEMS AND MAKE MINOR DUCT MODIFICATIONS TO SUIT.
G.ALL AIR HANDLING UNITS SHALL OPERATE WITHOUT MOISTURE CARRYOVER.
H.LOCATE ALL MECHANICAL EQUIPMENT (SINGLE DUCT, DUAL DUCT, VARIABLE VOLUME, CONSTANT VOLUME AND FAN-POWERED BOXES,
FAN COIL UNITS, CABINET HEATERS, UNIT HEATERS, UNIT VENTILATORS, COILS, STEAM HUMIDIFIERS, ETC) FOR UNOBSTRUCTED ACCESS
TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.
I.PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS (SUPPLY, RETURN, AND EXHAUST) CONNECTED TO AIR HANDLING UNITS,
FANS, AND OTHER EQUIPMENT THAT REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT THE POINT OF
CONNECTION TO THE EQUIPMENT UNLESS OTHERWISE INDICATED.
J.UNLESS OTHERWISE NOTED, ALL DUCTWORK IS OVERHEAD, TIGHT TO THE UNDERSIDE OF THE STRUCTURE, WITH SPACE FOR
INSULATION IF REQUIRED.
K.RUNS OF FLEXIBLE DUCT SHALL NOT EXCEED 5 FT. (EDIT THE MAXIMUM LENGTH OF THE FLEXIBLE DUCT TO SUITE THE PROJECT; 5 FT.
MAXIMUM RECOMMENDED LENGTH, 8 FT. MAXIMUM LENGTH).
L.ALL DUCTWORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, INCLUDING DIVIDED DUCTS AND
TRANSITIONS AROUND OBSTRUCTIONS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
M.PROVIDE ACCESS DOORS IN DUCTWORK FOR THE OPERATION, ADJUSTMENT, AND MAINTENANCE OF ALL FANS, VALVES, AND
MECHANICAL EQUIPMENT.
N.SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR IN DUCTWORK AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH THE
MANUFACTURER'S PRINTED INSTRUCTIONS.
O.SEE SPECIFICATIONS FOR DUCTWORK GAUGES, BRACING, HANGERS, AND OTHER REQUIREMENTS
P.EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. DETAILED DESCRIPTIONS ARE PROVIDED IN THE ARCHITECTURAL
SPECIFICATIONS.
Q.EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. LOUVER SIZES, LOCATIONS, AND DETAILS SHALL BE COORDINATED WITH
THE GENERAL CONTRACTOR.
MECHANICAL ABBREVIATIONS
ABV ABOVE
AC AIR CONDITIONING
ACU AIR CONDITIONING UNIT
AFC ABOVE FINISHED CEILING
AFF ABOVE FINISHED FLOOR
AL ACOUSTICAL LINING
AHU AIR HANDLING UNIT
AMU AIR MEASURING UNIT
AP ACCESS PANEL
APPROX APPROXIMATE
ARCH ARCHITECT / ARCHITECTURAL
AS AIR SEPARATOR
BFF BELOW FINISHED FLOOR
BFV BUTTERFLY VALVE
BFW BOILER FEED WATER
BG BELOW GRADE
BHP BRAKE HORSEPOWER
BLW BELOW
BOD BOTTOM OF DUCT ELEVATION AFF
BOP BOTTOM OF PIPE ELEVATION AFF
BOT BOTTOM
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
CA COMPRESSED AIR
CC COOLING COIL
CD CEILING DIFFUSER
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CI CAST IRON
CG CEILING GRILLE
CFH CUBIC FEET PER HOUR
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CL CENTER LINE
CLG CEILING OR COOLING
CMPR COMPRESSOR
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
COND CONDENSATE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION
CONTR CONTRACTOR
CONV CONVECTOR
CP CONDENSATE PUMP
CU CONDENSING UNIT
CUH CABINET UNIT HEATER
OD OUTSIDE DIMENSION
OPNG OPENING
P PUMP
ΔP PRESSURE DIFFERENCE
PC PUMPED CONDENSATE
DEMO DEMOLITION
DIA DIAMETER
DMPR DAMPER
DN DOWN
E EAST
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EF EXHAUST FAN
ELEC ELECTRIC
ELEV ELEVATION
ENCL ENCLOSURE
ER EXHAUST REGISTER
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXP EXPANSION
EXIST EXISTING
FA FREE AREA
FD FIRE DAMPER
FFE FINISHED FLOOR ELEVATION
FL FLOOR
FMS FLOW MEASURING STATION
FPM FEET PER MINUTE
FR FUEL RETURN
FS FUEL SUPPLY
FT FOOT OR FEET
FTR FIN TUBE RADIATION
G GAS PIPING
GENL GENERAL
GF GAS FURNACE
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GR GLYCOL RETURN
GS GLYCOL SUPPLY
GV GRAVITY VENT
HC HEATING COIL
HG REFRIGERANT HOT GAS
HORIZ HORIZONTAL
HPR HIGH PRESSURE CONDENSATE RETURN
HPS HIGH PRESSURE STEAM
HTR HEATER
HSTAT HUMIDISTAT
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HX HEAT EXCHANGER OR CONVERTOR
ID INSIDE DIMENSION
INV ELEV INVERT ELEVATION
IR INFRARED HEATER
IW INDIRECT WASTE
RL REFRIGERANT LIQUID
LAT LEAVING AIR TEMPERATURE
LD LINEAR DIFFUSER
LF LINEAL FEET
LPR LOW PRESSURE CONDENSATE RETURN
LPS LOW PRESSURE STEAM
MAU MAKE UP AIR UNIT
MAX MAXIMUM
MBH 1000 BTU PER HOUR
MFG MANUFACTURER
MIN MINIMUM
MOT MOTORIZED
N NORTH
NTS NOT TO SCALE
OA OUTSIDE AIR
PRV POWER ROOF VENTILATOR
PRV PRESSURE REGULATING VALVE
PSI POUNDS PER SQUARE INCH
PSIG PSI GAUGE
PVC POLYVINYL CHLORIDE
RA RETURN AIR
RAD RADIATOR
RCP REFLECTED CEILING PLAN
RCVR RECEIVER
RD ROOF DRAIN
RE RETURN EXHAUST FAN
RECIRC RECIRCULATING
REQD REQUIRED
RF RETURN FAN
RH RELATIVE HUMIDITY
RHC REHEAT COIL
RHW RECIRCULATING HOT WATER
RG RETURN GRILLE
RPM REVOLUTIONS PER MINUTE
RTU ROOFTOP UNIT
S SOUTH
SA SUPPLY AIR
SD SLOT DIFFUSER
SF SUPPLY FAN
SR SUPPLY REGISTER
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STM STEAM
SYS SYSTEM
ΔT TEMPERATURE DIFFERENCE
TEMP TEMPERATURE
TF TRANSFER FAN
THRU THROUGH
TOD TOP OF DUCT ELEVATION A F F
TOP TOP OF PIPE ELEVATION A F F
T&P TEMPERATURE AND PRESSURE
TSTAT THERMOSTAT
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UF UNDERFLOOR
UH UNIT HEATER
VAC VACUUM
VAV VARIABLE AIR VOLUME
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
W WEST
WG WALL GRILLE
WL WALL LOUVER
WT WEIGHT
W/ WITH
WO/ WITHOUT
GENERAL SYMBOLS
3 NUMBERED NOTE
103 ROOM NUMBER
1 REVISION NO. 1
C
@
DIAMETER OR ROUND
AT
ANGLE
CONTROL SYMBOLS
T
H
S
CO
SP
THERMISTAT OR TEMPERATURE SENSOR
HUMIDISTAT OR HUMIDITY SENSOR
TEMPORATURE SENSOR
CARBON MONOXIDE SENSOR
TIMER SWITCH
STATIC PRESSURE SENSOR
DIFFUSER DESIGNATION CODE
24 06
INDICATES SQUARE DIFFUSER SIZE IN
INCHES
INDICATES NECK SIZE DIAMETER IN
INCHES
DUCTWORK SYMBOLS
FIRE DAMPER
COMBINATION SMOKE FIRE
DAMPER
SUPPLY DUCT UP
RETURN OR EXHAUST DUCT UP
SUPPLY DUCT DOWN
RETURN OR EXHAUST DUCT DOWN
MOTORIZED DAMPER
BACKDRAFT DAMPER
OPPOSE BLADE
PARALLEL
BLADE
SUPPLY AIR DIFFUSER
RETURN OR EXHAUST AIR GRILL
ROUND DUCT
RETANGULAR DUCT
FIRST FIG IS SIDE DOWN
MANUAL BALANCING
DAMPER
10 12
10 Ø
S
FLEXIBLE DUCT CONNECTION
ACCESS PANEL
SIZE AS REQUIREDAP
SQUARE TURN DUCT
ELBOW W/ TURNING VANES
RADIUSED DUCT ELBOW
WITH RADIUS 1.5X WIDTH
OF SIDE SHOWN
CONICAL BRANCH TAKE OFF
CONNECTION
45° ENTRY BRANCH TAKE OFF
CONNECTION WITH FILLER PIECES
AT CORNERS
RIGID SHEET METAL BRANCH
DUCT WITH FLEXIBLE AIR DUCT
EXTENSION TO DIFFUSER
TRANSITION
20° MAXIMUM ANGLE
ACOUSTICALLY LINED DUCT
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:39 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtM001 MECHANICAL COVER SHEETAuthor
Designer
Approver
Checker
NO. REVISION DATE
T24"x24"
EA
24"x24"
EA
24"x24"
EA
24"x24"
EA
32"ø SA
28"ø SA
28"ø SA
24"ø SA
24"ø SA
1
1 23
KEY NOTES
1.ROUTE EA TO 24" AFF. TERMINATE IN 1/4" GALV MESH.
2.ROUTE DUCT THRU TRUSS WEB TYP.
3.UP TO MAU-1, TRANSITION AS REQUIRED IN VERTICAL.
4.COORDINATE IR HEATERS WITH OVERHEAD DOOR.
5.GAS METER. CONNECT TO EXISTING PIPE SEE 6/M501.
EXISTING LOAD: 8253 MBH
ADDED LOAD : 3200 MBH
TOTAL LOAD : 11,453 MBH
6.UP TO MAU-1.
7.IR HEATER, SEE 3/M501, TYPICAL.
8.MAU-1 CONTROL AND GAS MONITOR.232"ø SA
1
1
UP TO EF-1
UP TO EF-2
UP TO EF-4
UP TO EF-3
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
A-24
2000 CFM
24'
-
0"
4
5
2"ø G
2"ø G
1"ø G
3/4"ø G 3/4"ø G
6
IR-8
2"ø G
1 1/2"ø G
IR-7 IR-6
IR-5
IR-4
IR-1 IR-2 IR-3
1/2"ø G
1/2"ø G1/2"ø G1/2"ø G
1/2"ø G 1/2"ø G 1/2"ø G
1/2"ø G
1 1/2"ø G
7T T T
T
T
TTT
14"
CONC.
WALL
8
32"x32"
SA
32"x32"
SA
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:41 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtM101 MECHANICAL PLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 MAIN FLOOR HVAC PLAN
0 5'-4''
10'-8'' 21'-4''
EF-4
EF-3
EF-2
EF-1
MAU-1
3
1 1/2"ø G
2
KEY NOTES
1.EXHAUST FAN, LOCATE 10 FEET FROM EDGE OF ROOF. SEE ARCH. EXHAUST
DETAIL SEE 1/M501, TYPICAL.
2.MAKE UP AIR UNIT, SEE 5/M501.
3.IR HEATER VENT, SEE 3/M501 TYPICAL.
11
11
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:41 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtM102 MECHANICAL ROOF PLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
0 5'-4''
10'-8'' 21'-4''
1 MECHANICAL ROOF PLAN
TRANSITION AS
REQ'D. (TYPICAL)
R=W MIN.
DUCT SPLIT
RATIO
(SIZE FOR
EQUAL
VELOCITIES)SPLIT MAIN
BRANCH
AIR
FLOW
SQUARE BRANCH TAKEOFF
TURN VANES
MAIN
EQUAL
SIDES
(TYPICAL)
TRANSITION AS
REQ'D. (TYPICAL)
VANES
(TYPICAL)DUCT SPLIT RATIO
(SIZE FOR EQUAL
VELOCITIES)
SQUARE DIVERGING MAIN
ROUND DUCT
CONICAL
TEE
FITTING
WITH
FLANGE
RECTANGULAR DUCT
AIR FLOW AIR FLOW
RECTANGULAR DUCT
ROUND DUCTTYPICAL TAKEOFF FROM
RECTANGULAR TO ROUND
DUCT -SHOE TAP TYPICAL TAKEOFF FROM
RECTANGULAR TO
RECTANGULAR DUCT -SHOE
TAP
RECTANGULAR DUCT
AIR FLOW
TYPICAL TAKEOFF FROM
RECTANGULAR TO ROUND
DUCT -BELL MOUTH
45°
45°1-1/2"1-1/2"ROUND DUCT
TYPICAL VOLUME DAMPER
HINGE
POINT
RECTANGULAR
DUCT
CONNECTING
LINKAGE
OPERATING
SHAFT FOR
QUADRANT LOCK
TYPICAL RECTANGULAR
TRANSITION TYPICAL RECTANGULAR TO
ROUND TRANSITION
DETAIL OF TURNING VANES
SLOPE NOT TO
EXCEED 1" IN
3"SLOPE NOT TO
EXCEED 1" IN 3"
OPPOSED ACTING
BLADES
2" R
W WW WW WCL
CL
SQUARE 90° ELBOW
CL CLCONSTRUCTION OF 90° ELBOW
1 1/2 W
FULL RADIUS 90° ELBOW FULL RADIUS 45° ELBOW
TURNING VANES
( SEE DETAIL
THIS SHEET )
USE THIS DESIGN
WHERE 90° ROUND
OR RECTANGULAR
RADIUS ELS ARE
SHOWN ON PLANS
USE THIS DESIGN
WHERE SQUARE 90°
ELS ARE SHOWN ON
PLANS OR IF SPACE
CONDITIONS DO NOT
PERMIT INSTALLATION
OF RADIUS 90° ELS
USE THIS DESIGN
WHERE 45° ROUND
OR RECTANGULAR
RADIUS ELS ARE
SHOWN ON PLANS
1 1/2 W
NOTES:
HOLE IN RECTANGULAR DUCT SHALL BE CUT
LARGE ENOUGH SO THAT ROUGH METAL EDGE
SHALL NOT PROJECT INTO AIR STREAM.
1.
SECURE FAN
TO CURB
GASKET OR SEALANT
COUNTERFLASHING
INTEGRAL TO FAN
PREFABRICATED
INSULATED ROOF CURB
ROOF DECKING / SLAB
ROOFING
MATERIAL
REFER TO ARCH DRAWINGS
FOR ROOFING DETAILS
PROVIDE 1" / 25MM CLEAR OPENING
AROUND DUCT ASSEMBLY TO ALLOW
FOR MOVEMENT
NOTES:
COORDINATE SCOPE OF WORK WITH ROOFING CONTRACTOR / OWNER TO NOT VOID ANY WARRANTEES
REFER TO THE CONTRACT DOCUMENTS FOR DUCT MATERIAL AND INSULATION REQUIREMENTS.
THE CURB INSULATION SHALL BE EQUAL TO THE ROOF INSULATION RATING
COORDINATE THE LOCATION AND SIZE OF THE EQUIPMENT RAIL BASED ON THE EQUIPMENT.
THE PURPOSE OF THE EQUIPMENT CURB IS TO SUPPORT THE WEIGHT OF THE EQUIPMENT. IT SHALL BE RATED
FOR THE OPERATING WEIGHT OF THE EQUIPMENT. FOLLOW VIBRATION / SEISMIC REQUIREMENTS PER THE
CONTRACT DOCUMENTS.
THE TOP OF THE CURB IS TO BE MOUNTED A MINIMUM OF 18 INCHES / 46 CM ABOVE THE TOP OF THE ROOF
UNLESS NOTED OTHERWISE.
PROVIDE A HINGED FAN BASE FOR ACCESS TO THE MOTORIZED DAMPER
1.
2.
3.
4.
5.
6.
7.
DUCT
MOTORIZED
DAMPER
FANDISCONNECT
SWITCH
BIRDSCREEN
GAS SUPPLY -SEE
PLAN FOR SIZE
UL LISTED BALL
VALVE
PRESSURE
REGULATING
VALVE
EQUIPMENT
CONNECTION,
SEE TABLE
UNION
6" DIRT LEG WITH
THREADED CAP
G
MINIMUM EQUIPMENT
CONNECTION SIZE
PIPE MBH
1/2"
3/4"
1"
1-1/4"
1-1/2"
2"
104
217
409
839
1,257
2,421
PITCH
ROOF TOP MAKEUP AIR UNIT, (TYP.)
AIR INTAKE
HOOD.
REGULATOR, SEE 2/M501
SHUT-OFF VALVE
SEE ARCH. TRADE FOR GAS LINE
PENETRATION THRU ROOF
GAS LINE FOR CONT. SEE 1/M101
DIRT LEG
ROOF JOIST -VERIFY SIZE AND
LOCATIONS
REMOTE DISCONNECT SWITCH. INSTALL
DISCONNECT SWITCH (SUPPLIED BY
ELECTRICAL TRADES) ON TWO (2) 24"
LONG UNISTRUTS DRILLED AND BOLTED
TO UNIT FRAME ANGLE WHERE
POSSIBLE. SILICONE SEAL ALL HOLES
IN UNIT. COORDINATE MOUNTING
LOCATION WITH AC UNIT TO AVOID
WARRANTY INFRACTIONS. WIRE
HOOK-UP BY ELECTRICAL TRADES.
ROOF CURB
(BY GENERAL CONTRACTOR)
(E) 2" TO BLDG
CONNECT TO EXIST.
(E) 2"G TO ROOF
GRADE
(E) GAS METER
(E) REGULATOR
(E) GAS SERVICE
SEE M101 FOR CONNECTED LOADS
CONNECT 2" G
FOR ADDITION.
ROOF 24" MINIMUMSEE ARCH FOR
ROOF PENETRATION
B-VENT THRU ROOF
UL-LISTED VENT CAP
SEAL JOINTS BETWEEN B-VENT
AND SINGLE WALL FLUE WITH
HIGH TEMPERATURE SEALANT
24 GAUGE SINGLE WALL
FLUE
BURNER CONTROL BOX
GAS SUPPLY,
G
REFLECTOR, ANGLE PER
PLANS AND SCHEDULE
COLLAR
FLUE,
SEE 7/M501
ROOF
RADIANT TUBE
SEE 2/M501
SINGLE WALL PIPE,
24 GAUGE MIN
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:42 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtM501 MECHANICAL DETAILSAuthor
Designer
Approver
Checker
NO. REVISION DATE
4 TYPICAL DUCT CONNECTION/ TRANSITION DETAIL
1 ROOF MOUNTED EXHAUST FAN DETAIL 2 TYPICAL GAS CONNECTION
5 MAKE UP AIR UNIT DETAIL
6 GAS METER CONNECTION 7 GAS VENT THRU ROOF DETAIL
3 GAS FIRED INFRARED HEATER ROOF OUTLET
SHEET NUMBERPRINT NAME:SIGNATURE:DATE:LIC. NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733 Marquette Avenue, Suite 1000I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFMinneapolis, MN 55402www.stantec.comCHECKED
-Plot Date:THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THE DRAWING. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY. THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.File Path:PROFESSIONAL ENGINEERCITY OF NEW HOPE, MN PUBLIC WORKS FACILITY EXPANSIONMINNESOTA193806297XX XX, XXXX11/7/2023 11:27:43 AM\\US0291-PPFSS01\SHARED_PROJECTS\193806297\CAD\Dwg\BIM\193806297_M_R21.rvtM601 MECHANICAL SCHEDULESAuthor
Designer
Approver
Checker
NO. REVISION DATE
NOTES:
1. INSULATED CURB, MOTORIZED BACKDRAFT DAMPER, FACTORY DISCONNECT.
2. 16.2 MCA, 25 MOCP.
EF 4 4,000 4,000 0.5
BI 891 20 0.81 1 DIRECT 480 3 112
GREENHECK CUE-200-VG 1,2
EF 3 4,000 4,000 0.5
BI 891 20 0.81 1 DIRECT 480 3 112
GREENHECK CUE-200-VG 1,2
EF 2 4,000 4,000 0.5
BI 891 20 0.81 1 DIRECT 480 3 112
GREENHECK CUE-200-VG 1,2
EF 1 4,000 4,000 0.5
BI 891 20 0.81 1 DIRECT 480 3 112
GREENHECK CUE-200-VG 1,2
MARK NUMBER
UNIT/AREA
SERVED TYPE FAN
CLASS ARRANGEMENT SPEED
(RPM)
MIN WHEEL
DIA
(IN)
BHP HP
SPEED
(RPM)
DRIVE
TYPE VOLTS PHASE
UNIT IDENTIFICATION
MAX
AIRFLOW
(CFM)
MIN
AIRFLOW
(CFM)
ESP
(IN-WG)CONTROL
FAN WHEEL FAN MOTOR ELECTRICAL
OPERATING
WEIGHT
(LBS.)
MANUFACTURER MODEL
NUMBER NOTES
FAN SCHEDULE
NOTES:
1. REFER TO REFLECTED CEILING PLANS EXACT LOCATION. PROVIDE ALL FRAMES AND ACCESSORIES AS REQUIRED FOR PROPER INSTALLATION.
2. FLEXIBLE DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER NECK OR AN EQUIVALENT ROUND DUCT. FLEXIBLE DUCTWORK SHALL BE SUPPORTED TO PREVENT KINKS OR BENDS.
3. COLOR TO BE SELECTED BY ARCHITECT FROM STANDARD COLORS.
A X 43 24 SEE PLANS DUCT WHITE STEEL TITUS TMR 1,2,3
MARK NUMBER
UNIT IDENTIFICATION
DIFFUSER
FACE SIZE
(IN)
FLOW
RANGE
(CFM)
DIFFUSER
NECK SIZE
(IN)
FLOW
PATTERN
MOUNTING
TYPE COLOR MATERIAL ACCESSORY MANUFACTURER
MODEL
NUMBER NOTES
GRILLE, REGISTER, DIFFUSER SCHEDULE
NOTES:
1. PROVIDE INSULATED CURB, FACTORY DISCONNECT, 2" FILTERS.
2. 32.1 MCA, 50 MOCP.
MAU 1
16,000 0.5 0.7 1,095 12.9 20 1,560.0 -20.0 70.0 NAT GAS 7 - 14
73-2200 2,100 58 59 200 480 3 GREASEMASTER GM-A5-D.2000-36D 1,2
MARK NUMBER
ROOM(S)
SERVED
AIRFLOW
(CFM)
ESP
(IN-WG)
TSP
(IN-WG)
SPEED
(RPM)BHP HP
CAPACITY
(MBH)
EDB
(F)
LDB
(F)FUEL TYPE
PRESSUR
E RANGE
(IN-WG)
FIRING
RATE INPUT
(MBH)
FIRING RATE
OUTPUT
(MBH)
BURNER
CONTROL
MIN TURN
DOWN
WEIGHT
(LBS)
HEIGHT
(IN)
WIDTH
(IN)
LENGTH
(IN)VOLTS PHASE
UNIT IDENTIFICATION FAN
CONTROL
HEATING SECTION PHYSICAL CHARACTERISTICS ELECTRICAL
MANUFACTURER MODEL
NUMBER NOTES
MAKEUP AIR UNIT SCHEDULE
NOTES:
1. FOR LENGTH AND CONFIGURATION SEE DWGS.
2. 1 AMP.
IR 1-8
125.0 40.0 - -150.0 120 1 SUPERIOR RADIANT PRODUCTS UXR-125 1,2
MARK NUMBER
SPEED
(RPM)HP AIRFLOW
(CFM)
EDB
(F)
LDB
(F)MBH NO OF
STAGES VOLTS PHASE
UNIT IDENTIFICATION
CAPACITY
(MBH)
LENGTH
(FT)
FAN AIR GAS ELECTRICAL
CONTROL
TYPE
OPERATING
WEIGHT
(LBS.)
MANUFACTURER MODEL
NUMBER NOTES
IR HEATER SCHEDULE
S
M
OL'S
GFI
12
WP
OCB
*
LA
TC
S
S
S
S
S
S
S
F
M
TVSS
CR R
TDR
J
F
L
SS
D
J
S
L
E
S
T
P
FS
LS
A
AS
DM
PF
VS
W
WH
WH
DR
K
M-
G-
MM
M
V
M
1
X
X
1
1
1
1
J
a
2
3
4
D
K
P
x
x
SE =SERVICE ENTRANCE PANELBOARD
=LIGHTING CONTROL PANELL
D =480/277 3∅
C =240/120 3∅
208/120 3∅=B
A =120/240 1∅
PP POWER PANELBOARD=
=LIGHTING AND APPLIANCE
BRANCH-CIRCUIT
PANELBOARD
LP
a
MANUAL MOTOR STARTER
EMERGENCY BALLAST
OVERLOAD
TEMPERATURE SWITCH (CLOSES
TEMPERATURE SWITCH (OPENS
OR - ORANGE
TRANSFORMER
INDICATING LIGHT
OVERLOAD CONTACTS
CONTACTS
CONTACTS
ON RISING TEMP.)
ON RISING TEMP.)
ON RISING PRESSURE)
ON RISING PRESSURE)
ON RISING LEVEL)
ON RISING LEVEL)
INDICATING LIGHT
A - AMBER
B - BLUE
RELAY
SOLENOID
TIMING RELAY
G - GREEN
GROUND
MANUAL STARTER
OR
C - CLEAR
LEVEL SWITCH (CLOSES
LEVEL SWITCH (OPENS
PRESSURE SWITCH (CLOSES
PRESSURE SWITCH (OPENS
NORMALLY OPEN
NORMALLY CLOSED
CONTROL CIRCUIT
MOTOR STARTER COIL AND
CURRENT TRANSFORMER
CONTROL SYSTEM OUTPUT
N - NEON
OP - OPAL
P - PURPLE
PUSH TO TEST
ON INCREASE IN FLOW)
ON INCREASE IN FLOW)
TIME DELAY CLOSING
TIME DELAY OPENING
TIME DELAY OPENING
TIME DELAY CLOSINGOPEN SWITCH WITH
CLOSED SWITCH WITH
OPEN SWITCH WITH
CLOSED SWITCH WITH
FLOW SWITCH (CLOSES
FLOW SWITCH (OPENS
LIMIT SWITCHNORMALLY CLOSED
NORMALLY OPEN LIMITSWITCH - HELD CLOSED
PUSHBUTTON
SWITCH
SWITCH - HELD OPEN
SELECTOR SWITCH
SELECTOR SWITCH
PUSHBUTTON
KEYNOTE
KEYNOTE
KEYNOTE
KEYNOTE
KEYNOTE
NORMALLY CLOSED
NORMALLY OPEN
THREE - POSITION
TWO - POSITION
NORMALLY CLOSED LIMIT
NORMALLY OPEN LIMIT
KEYNOTE
STATION - 48"AFF
STROBE - 80"AFF
MANUAL PULL
FIRE ALARM HORN/
(WG-WIRE GUARD)
(WP-WEATHERPROOF)
DUCT SMOKE DETECTOR
SMOKE DETECTOR -
TAMPER SWITCH
FLOW SWITCH
FIRE ALARM
SMOKE DETECTOR -
SMOKE DETECTOR -
DOOR HOLDER
FIRE ALARM HORN
FIRE ALARM BELL
HEAT DETECTOR
FIREMANS TELEPHONE
ELEVATOR RECALL
IONIZATION
PHOTOELECTRIC
STROBE - 80"AFF
DOOR CONTACTDC
HELP BUTTONHB
KEYPAD TYPE ARMINGKP
EMERGENCYET
ELECTRIC LOCKEL
ELECTRIC STRIKEES
REQUEST TO EXITR
CARD READER - 48"AFFCR
CCTV CAMERA -
CCTV CAMERA -
DATA GATHERING PANEL -
DGP
ACCESS CONTROL PANELACP
STATION - 48"AFF
(REX) MOTION SENSOR
TELEPHONE
FIXED MOUNT
PANT/TILT/ZOOM
BURGLAR ALARM
WALL MOUNTED JUNCTION BOX
BUZZER
DOOR HOLDER
HORN
BELL
PLUG
CLOCK OUTLET MOUNT AT +7-6"
AFF, OR AS NOTED ON DRAWINGS.
LEVEL (FLOAT) SWITCH
FLOOD SWITCH
SURGE SUPPRESSER
PUSHBUTTON WITH
PUSHBUTTON STATION
SELECTOR SWITCH WITH
SELECTOR SWITCH
DAMPER
ILLUMINATED STOP
INDICATING LIGHT
CEILING MOUNTED JUNCTION BOX
EMERGENCY STOP SWITCH
SOLENOID
LEVEL TRANSDUCER
LIMIT SWITCH
FLOW SWITCH
PRESSURE SWITCH
SPEED SWITCH
TEMPERATURE SWITCH
TRANSIENT VOLTAGE
WELDING RECEPTACLE - 18"AFF
WEATHERPROOF
CIRCUIT NUMBER
DUPLEX RECEPTACLE - 18"AFF
GROUND FAULT TYPE
FLOOR MOUNTED
CEILING PENDENT
EMERGENCY POWER DUPLEX
DOUBLE DUPLEX
PLUG STRIP - LETTER
PEDESTAL MOUNTED
LPA1
EQUIPMENT TYPE
VOLTAGE
EQUIPMENT NUMBER
VOLTAGE:
EQUIPMENT TYPE:
TYPICAL UNLESS INDICATED OTHERWISE
HOME RUN
HOME RUN UNDER-
LOAD BREAK
SINGLE THROW
DOUBLE THROW
WATTHOUR METER WITH
ENCLOSED FUSE CUTOUT
WATTHOUR METER
WATTMETER
VOLTMETER SWITCH
VOLTMETER
POWER FACTOR METER
DEMAND METER
AMMETER SWITCH
AMMETER
FUSE CUTOUT
STRESS CONE
RELAY (* RELAY NO.)
GENERATOR
LIGHTNING ARRESTER
TRANSFORMER
KEY INTERLOCK
CAPACITOR
MOTOR
CIRCUIT BREAKER
DRAW-OUT CIRCUIT
FUSE
DISCONNECTING FUSE
SWITCH AND FUSE
RESISTOR1
CURRENT TRANSFORMER
POTENTIAL TRANSFORMER
INCOMING LINE
POWER CIRCUIT BREAKER
OIL CIRCUIT BREAKER
RESISTOR2
BREAKER
INTERRUPTING SWITCH
DISCONNECTING SWITCH
DISCONNECTING SWITCH
DEMAND REGISTER
MULTI-FUNCTION METER
METER
SURGE SUPPRESSER
EXIT/BATTERY PACK LIGHT
LED RECESSED WALLWASHER
LED RECESSED DOWNLIGHT
COVE LIGHT
TRACK LIGHTING
WALL MOUNT FIXTURE
FACE(S) ON WHICH
LETTERING APPEARS
WALL MOUNTED UNIT(NO BRACKET = CEILING MOUNT)
INDICATES ARROW DIRECTION
LED FIXTURE
(IF ANY)
EXIT LIGHT
SWITCH DESIGNATION
FIXTURE TYPE
CIRCUIT NUMBER WITH
MISCELLANEOUS FIXTURES
AUTOMATIC TRANSFERSWITCH(A.T.S)
FLOOR BOX
RECEPTACLE - 18"AFF
RECEPTACLE - 18"AFF
RECEPTACLE DROP
RECEPTACLE OUTLET
GROUND OR IN-SLAB
SURFACE MOUNT
DESIGNATES TYPE - 18"AFF
SPECIAL PURPOSE RECEPTACLE - 18"AFF
CEILING MOUNTED RECEPTACLE
IDS
54"AFF
54"AFF
WALL OR DESK MOUNTED
IS INTERCOM SPEAKER
WITH HANDSET AND SPEAKER AMPLIFIERIHSINTERCOM HANDSET STATION
IMS INTERCOM MASTER STATION
INTERCOM DOOR STATION - WALL MOUNTED
VOICE/DATA OUTLET - 18"AFF
W WALL MOUNT TELEPHONE OUTLET - 54"AFF
D
COMMUNICATIONS OUTLET
CEILING POLE DROP
DATA COMMUNICATIONS OUTLET - 18"AFF
POWER/DATA COMMUNICATIONS
FLOOR MOUNTED TELEPHONE OUTLET
FLOOR MOUNTED DATA
TELEPHONE TERMINAL CABINET
TELEPHONE OUTLET - 18"AFF
CIRCUIT NUMBER
DUPLEX RECEPTACLE - 18"AFF
ISOLATES GROUND
TRANSIENT VOLTAGE SURGE SUPPRESSION
SPLIT WIRE RECEPTACLE - 18"AFF
DOUBLE POLE SWITCH - 48"AFF
THREE-WAY SWITCH - 48"AFF
DIMMER SWITCH - 48"AFF
SINGLE POLE SWITCH - 48"AFF
SWITCH AND PILOT LIGHT - 48"AFF
KEY OPERATED SWITCH - 48"AFF
FOUR-WAY SWITCH - 48"AFF
SWITCH DESIGNATION
RECEPTACLE PANEL
MOTOR 1 PHASE
MOTOR 3 PHASE
LIGHTING PANEL - 54"AFF
OCCUPANCY SENSOR (CEILING MOUNTED)
DISCONNECT SWITCH - 54"AFF
FUSED DISCONNECT SWITCH - 54"AFF
B WALL MOUNTED CIRCUIT BREAKER - 54"AFF
COMBINATION STARTER DISCONNECT - 54"AFF
DISTRIBUTION PANEL - 54"AFF
METER SOCKET
M
A
V
REMOTE CONNECTION FOR CD / TAPE PLAYER
MICROPHONE RECEPTACLEWITH VOLUME CONTROL
OCCUPANCY SENSOR (WALL MOUNTED) - 48"AFF
*
MOUNTING HEIGHT
CEILING SURFACE MOUNTED
MOUNTING HEIGHT:
CEILING RECESSED MOUNTED
PENDANT MOUNTED AT X" A.F.F.
WALL MOUNTED AT X" A.F.F.
X
X
*
*
CONTROL SCHEMATIC SYM. (CONT)
CONTROL/KEY NOTES SYMBOLS
CONTROL SCHEMATIC SYMBOLS
CONTROL/MISC SYMBOLS
SECURITY SYMBOLS
FIRE ALARM SYMBOLS
POWER SYMBOLS
PANELBOARD NAMING CONVENTIONONE-LINE DIAGRAM
SYMBOLS
LIGHTING SYMBOLS
POWER SYMBOLS (CONT)
TELEPHONE AND INTERCOM SYMBOLS
* -
F
F
TS
FS
F
S
S
D
S
I
P
S
ER
H
F
H
F
F
F
PSA
D
C
W
WP WG
AE 1
LS LEVEL SENSOR
FM FLOW METER
E =480 3∅
GLASS MOUNTED GLASS
BREAK DETECTORGB
WIRELESS ACCESS POINTWAP
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202310:59:13AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE001 ELECTRICALSYMBOLSSHEETAB
AB
MTF
MTF
NO. REVISION DATE
BS
R
BS
BS
BS
llllllllllllllllllllllllll l
llllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>EX. SOIL BLDG
EX. PUBLIC WORKS BLDG
>>>>>>>>>>>>>>>>>>>>>>>>S
S
101A
101B
101C
101D101E
PROPOSED UNDERGROUND
STORAGE TANKS SEE MECHANICAL
SHEETS.
PROPOSED FUEL PUMPS AND FUEL
ISLAND SEE MECHANICAL SHEETS.
PROPOSED BUILDING ADDITION SEE
ELECTRICAL SHEETS
PROPOSED SECURITY GATE
J
EXISTING UNDERGROUND CONDUIT AND
FIBER OPTIC CABLE FROM JUNCTION BOX
LOCATED ON THE SIDE OF THE BUILDING
TO THE UTILITY POLE.
EXISTING FIBER OPTIC
JUNCTION BOX
UTILITY POWER POLE
E101
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:11/07/2023-10:37amDrawingname:U:\193806297\CAD\Dwg\PLANSHEETS\193806297-E101.dwgXrefs:,193806297-XSXT,193806297-XSNO,193806297_CIVIL_BORDERTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MINNESOTAPUBLICWORKSFACILITYPHASEIIEXPANSION########.N
0 20 40 SITEPLANSTANTEC
AB
AB
MTF
MTFPROFESIONALENGINEERMINNESOTAMICHAELT.FITZPATRICK53078
OS
OS OS OS OS
OS
OS OS OS OSTCCCPC
PS PS PS
PS12'-0"D
D
D
D
DE
D D
D
D DE D D
D DE
D
DDDDED
b
1a
1a
1a
1a
1a 1a
1a
1a 1a 3b
3b
3b
D D 3b
3b
5c
5c
5c
5c
5c
5c 5c
5c
a
c
a
b
c
2-CHANNEL ASTRONOMICAL TIMECLOCK
LIGHTING
CONTACTOR C1
LOW VOLATGE
LIGHTING
CONTROLS
LOW VOLATGE
LIGHTING CONTROLS
TIMED OVER RIDE SWITCH
EM2
EM2
EM2EM2
5
1
31
OKA
OKA
OKAOKA
WP
EM-X
WP
EM-X
WP
EM-X
WP
EM-X
77
7
7
LIGHTING
CONTACTOR C2
EXTERIOR ROOF MOUNTED PHOTOCELL FACING NORTH.
D 3b
D 5c
DAYLIGHT
ZONE UNDER
SKYLIGHTS
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:00:48AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE201 ELECTRICALMAINLEVELLIGHTINGPLANAB
AB
MTF
MTF
NO. REVISION DATE
1 MAIN LEVEL LIGHTING PLAN
0 4'8'16'
LPB1
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:02:47AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE301 ELECTRICALMAINLEVELPOWERPLANAB
AB
MTF
MTF
NO. REVISION DATE
1 MAIN LEVEL POWER PLAN
0 4'8'16'
EF-1
EF-2
EF-3
EF-4
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:03:16AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE302 ELECTRICALROOFLEVELPOWERPLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 ROOF LEVEL POWER PLAN
0 4'8'16'
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:03:45AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE401 ELECTRICALMAINLEVELSYSTEMSPLANAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 MAIN LEVEL SYSTEMS PLAN
0 4'8'16'
M
N
G
1
1200A/3P
MAIN 2 3 4 5 6 7 2 2 2 2 2 2 2 2
1 1
200A/3P
3-200A
FUSES
200A/3P
3-200A
FUSES
1
200A/3P
3-200A
FUSES
1
200A/3P
3-200A
FUSES
E
COLD
STORAGE BAY
(NORTH-EAST)
1
200A/3P
3-200A
FUSES
E
WARM
STORAGE BAY
(SOUTH-EAST)
N G
N G
DISTRIBUTION PANEL 'P1'
208Y/120V, 3PH, 4W
1200A MCB
22,000A SCCR
SIEMENS TYPE 'S5'
DISTRIBUTION PANEL 'OLD GARAGE PANEL'
600A MLO
208Y/120V 3PH, 4W
MNFR: EMI
SCCR: UNKNOWN
ENCLOSED CIRCUIT BREAKER
200A, 240V 3-PHASE
EATON
PANEL
P1SS
PANEL
P2
RTU-1 RTU-2 100ASPACEGFCIRECEPTACLEBYWELDERS100ASPACEWELDER'S100ASPACE100ASPACE100ASPACE100A/3P 250A/3P 70A/3P 40A/3P 20A/3P 70A/3P 100A/3P 400A/3P 600A/3P
400ASPACE200A/3P
UNKNOWN
LOAD
PANEL
A
PANEL
B
PANEL
C
PANEL
LPB1
4
100
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
APPROVED
PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED
-PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:04:55AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE701 ELECTRICALONELINEDIAGRAMAuthor
Designer
Approver
Checker
NO. REVISION DATE
1 ELECTRICAL - PARTIAL ONE LINE DIAGRAM
CONDUIT SIZES ARE FOR TYPE THHN/THWN COPPER CONDUCTORS ONLY IN RIGID METAL CONDUIT. OTHER CONDUCTOR TYPES AND CONDUIT TYPES MAY REQUIRE LARGER...
NOTES:
4000 ELEVEN (11) 3"C-2#500,1#500G ELEVEN (11) 3"C-3#500,1#500G ELEVEN (11) 3.5"C-4#500,1#500G ELEVEN (11) 4"C-5#500,1#500G ELEVEN (11) 4"C-4#500,2#500G
3000 EIGHT (8) 3"C-2#500,1#500G EIGHT (8) 3"C-3#500,1#500G EIGHT (8) 3.5"C-4#500,1#500G EIGHT (8) 4"C-5#500,1#500G EIGHT (8) 4"C-4#500,2#500G
2500 SEVEN (7) 3"C-2#500,1#350G SEVEN (7) 3"C-3#500,1#350G SEVEN (7) 3.5"C-4#500,1#350G SEVEN (7) 4"C-5#500,1#350G SEVEN (7) 4"C-4#500,2#350G
2000 SIX (6) 2.5"C-2#500,1#250G SIX (6) 3"C-3#500,1#250G SIX (6) 3.5"C-4#500,1#250G SIX (6) 4"C-5#500,1#250G SIX (6) 4"C-4#500,2#250G
1600 FIVE (5) 2.5"C-2#500,1#4/0G FIVE (5) 3"C-3#500,1#4/0G FIVE (5) 3.5"C-4#500,1#4/0G FIVE (5) 3.5"C-5#500,1#4/0G FIVE (5) 3.5"C-4#500,2#4/0G
1200 FOUR (4) 2.5"C-2#350,1#3/0G FOUR (4) 3"C-3#350,1#3/0G FOUR (4) 3.5"C-4#350,1#3/0G FOUR (4) 3.5"C-5#350,1#3/0G FOUR (4) 3.5"C-4#350,2#3/0G
1000 THREE (3) 2.5"C-2#500,1#2/0G THREE (3) 3"C-3#500,1#2/0G THREE (3) 3.5"C-4#500,1#2/0G THREE (3) 3.5"C-5#500,1#2/0G THREE (3) 3.5"C-4#500,2#2/0G
900 THREE (3) 2"C-2#350,1#2/0G THREE (3) 2.5"C-3#350,1#2/0G THREE (3) 3"C-4#350,1#2/0G THREE (3) 3"C-5#350,1#2/0G THREE (3) 3"C-4#350,2#2/0G
800 TWO (2) 2.5"C-2#500,1#1/0G TWO (2) 3"C-3#500,1#1/0G TWO (2) 3.5"C-4#500,1#1/0G TWO (2) 3.5"C-5#500,1#1/0G TWO (2) 3.5"C-4#500,2#1/0G
600 TWO (2) 2"C-2#350,1#1/0G TWO (2) 2.5"C-3#350,1#1/0G TWO (2) 3"C-4#350,1#1/0G TWO (2) 3"C-5#350,1#1/0G TWO (2) 3"C-4#350,2#1/0G
500 TWO (2) 2"C-2#250,1#1/0G TWO (2) 2.5"C-3#250,1#1/0G TWO (2) 2.5"C-4#250,1#1/0G TWO (2) 3"C-5#250,1#1/0G TWO (2) 3"C-4#250,2#1/0G
450 TWO (2) 2"C-2#4/0,1#1/0G TWO (2) 2"C-3#4/0,1#1/0G TWO (2) 2.5"C-4#4/0,1#1/0G TWO (2) 2.5"C-5#4/0,1#1/0G TWO (2) 2.5"C-4#4/0,2#1/0G
400 2.5"C-2#500,1#3G 3"C-3#500,1#3G 3"C-4#500,1#3G 3.5"C-5#500,1#3G 3.5"C-4#500,2#3G
350 2.5"C-2#500,1#3G 3"C-3#500,1#3G 3"C-4#500,1#3G 3.5"C-5#500,1#3G 3.5"C-4#500,2#3G
300 2"C-2#350,1#4G 2.5"C-3#350,1#4G 3"C-4#350,1#4G 3"C-5#350,1#4G 3"C-4#350,2#4G
250 2"C-2#250,1#4G 2"C-3#250,1#4G 2.5"C-4#250,1#4G 3"C-5#250,1#4G 3"C-4#250,2#4G
225 1.5"C-2#4/0,1#4G 2"C-3#4/0,1#4G 2.5"C-4#4/0,1#4G 2.5"C-5#4/0,1#4G 2.5"C-4#4/0,2#4G
200 1.25"C-2#3/0,1#6G 2"C-3#3/0,1#6G 2"C-4#3/0,1#6G 2.5"C-5#3/0,1#6G 2.5"C-4#3/0,2#6G
175 1.25"C-2#2/0,1#6G 1.5"C-3#2/0,1#6G 2"C-4#2/0,1#6G 2"C-5#2/0,1#6G 2"C-4#2/0,2#6G
150 1.25"C-2#1/0,1#6G 1.25"C-3#1/0,1#6G 1.5"C-4#1/0,1#6G 2"C-5#1/0,1#6G 2"C-4#1/0,2#6G
125 1"C-2#2,1#6G 1.25"C-3#2,1#6G 1.25"C-4#2,1#6G 1.5"C-5#2,1#6G 1.5"C-4#2,2#6G
100 1"C-2#2,1#8G 1.25"C-3#2,1#8G 1.25"C-4#2,1#8G 1.5"C-5#2,1#8G 1.5"C-4#2,2#8G
90 1"C-2#3,1#8G 1"C-3#3,1#8G 1.25"C-4#3,1#8G 1.25"C-5#3,1#8G 1.25"C-4#3,2#8G
80 1"C-2#4,1#8G 1"C-3#4,1#8G 1.25"C-4#4,1#8G 1.25"C-5#4,1#8G 1.25"C-4#4,2#8G
70 1"C-2#4,1#8G 1"C-3#4,1#8G 1.25"C-4#4,1#8G 1.25"C-5#4,1#8G 1.25"C-4#4,2#8G
60 1"C-2#6,1#10G 1"C-3#6,1#10G 1"C-4#6,1#10G 1"C-5#6,1#10G 1"C-4#6,2#10G
50 0.75"C-2#8,1#10G 0.75"C-3#8,1#10G 0.75"C-4#8,1#10G 0.75"C-5#8,1#10G 0.75"C-4#8,2#10G
45 0.75"C-2#8,1#10G 0.75"C-3#8,1#10G 0.75"C-4#8,1#10G 0.75"C-5#8,1#10G 0.75"C-4#8,2#10G
40 0.75"C-2#8,1#10G 0.75"C-3#8,1#10G 0.75"C-4#8,1#10G 0.75"C-5#8,1#10G 0.75"C-4#8,2#10G
35 0.75"C-2#8,1#10G 0.75"C-3#8,1#10G 0.75"C-4#8,1#10G 0.75"C-5#8,1#10G 0.75"C-4#8,2#10G
30 0.75"C-2#10,1#10G 0.75"C-3#10,1#10G 0.75"C-4#10,1#10G 0.75"C-5#10,1#10G 0.75"C-4#10,2#10G
25 0.75"C-2#10,1#10G 0.75"C-3#10,1#10G 0.75"C-4#10,1#10G 0.75"C-5#10,1#10G 0.75"C-4#10,2#10G
20 0.75"C-2#12,1#12G 0.75"C-3#12,1#12G 0.75"C-4#12,1#12G 0.75"C-5#12,1#12G 0.75"C-4#12,2#12G
15 0.75"C-2#12,1#12G 0.75"C-3#12,1#12G 0.75"C-4#12,1#12G 0.75"C-5#12,1#12G 0.75"C-4#12,2#12G
10 0.75"C-2#14,1#14G 0.75"C-3#14,1#14G 0.75"C-4#14,1#14G 0.75"C-5#14,1#14G 0.75"C-4#14,2#14G
1PH, 2W, +G 1PH, 3W, +G or 3PH, 3W, +G 3PH, 4W, +G 3PH, 4W, +G, AND 200% N 3PH, 4W, +G, AND IG
1 2 OR 3 4 4N 4NG
TYPE
COPPER FEEDER SCHEDULE
C2
C2
PHOTOCELL
C
C1
ASTRONOMICAL
TIMECLOCK
(3) SPARES
C2
TO PANEL
LPB1
LIGHTING CONTACTOR C1
TO PANEL
LPB1
INTERIOR
PARKING LOT
LIGHITNG
LIGHTING CONTACTOR
C2
TO PANEL
LPB1
EXTERIOR
BUILDING MOUNT
LIGHTING
120VAC FROM PANELBOARD LPB1 EXTERIOR
LIGHTING CIRCUIT
EXTERIOR BUILDING LIGHTS
SHEET NUMBERPRINTNAME:SIGNATURE:DATE:LIC.NO.SURVEY
DRAWN
DESIGNED
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I:\RFA\City Manager\2023\Closed mtg\cmtg 11.13.23\RFA 10.1 Closed Mtg PFAS Lawsuit.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treasurer
Agenda Title
Resolution calling for a closed meeting of the New Hope City Council authorized by Minn. Stat §13D.05,
Subd. 3(b) to discuss and consider settlement strategies in PFAS Class Action Lawsuits
Requested Action
Staff requests the opportunity to discuss with the Council settlement strategies.
Policy/Past Practice
Per MS §13D.05, subd. 3(b) meetings between the governing body and its attorney to discuss active,
threatened, or pending litigation may be closed when balancing of the purposes served by the attorney‐client
privilege against those served by the open meeting law dictates the need for absolute confidentiality. The
need for absolute confidentiality should relate to litigation strategy and will usually arise only after a
substantive decision on the underlying matter has been made.
Background
Council is asked to hold a closed session to discuss the JWC recommendation and subsequent city position
with regard to the 3M and DuPont PFAS lawsuit/settlement. The current settlement agreements are both
Class Action settlements designed to resolve claims for PFAS contamination in Public Water Systems’
Drinking Water, as those terms are defined in the respective agreements, which are with two groups of
Settling Defendants on behalf of:
(1) the 3M Company (“3M”); and
(2) E.I. Du Pont de Nemours and Company (n/k/a EIDP, Inc.), DuPont de Nemours Inc., The
Chemours Company, The Chemours Company FC, LLC, and Corteva, Inc. (collectively, “DuPont”).
Council will be asked to consider whether or not the city will opt out of the proposed PFAS settlements
entered into in the AFFF Multi‐District Litigation No. 2873 (“MDL”) which have received preliminary
approval from the United States District Court for the District of South Carolina.
The closed meeting will be held immediately following adjournment of the regular council meeting.
Attachment
Resolution
Agenda Section
Ordinances &
Resolutions
Item Number
10.1
1
RESOLUTION NO. 23-__
RESOLUTION CALLING FOR A CLOSED MEETING
OF THE NEW HOPE CITY COUNCIL
AUTHORIZED BY MINN. STAT. §13D.05, SUBD. 3(b) TO DISCUSS
AND CONSIDER SETTLEMENT STRATEGIES IN PFAS CLASS ACTION LAWSUITS
WHEREAS, the New Hope City Council (“Council”) is considering litigation defense
and potential settlement strategies relating to the ongoing litigation titled In re Aqueous Film-
Forming Foam Product Liability Litigation, Master Docket No. 2:18-mn-2873-RMG; City of
Camden, et al. v. 3M Co., No. 2:23-cv-031347-RMG; and City of Camden, et al. v. E.I. DuPont
De Nemours and Co. (n/k/a EIDP, Inc. et al., No.: 2:23-cv-03230-RMG-3M and DuPont
Proposed Settlements (“PFAS Lawsuits”);
WHEREAS, the specific grounds permitting the meeting to be closed are the Council’s
discussion and consideration of settlement strategies in the PFAS Lawsuits with the City
Attorney;
WHEREAS, the Council is considering potential settlement strategies and requires the
legal advice of the City Attorney regarding the same;
WHEREAS, the Council’s discussion and consideration of potential settlement strategies
in the Lawsuits with City Attorney is covered by the attorney-client privilege pursuant to
Minn.Stat.§13D.05, Subd. 3(b);
WHEREAS, the balancing of the purposes of the attorney-client privilege against the
purposes of the open meeting law demonstrates the need for absolute confidentiality and requires
a closed meeting;
WHEREAS, Minn. Stat. §13D.05 Subd. 3(b) authorizes and permits the Council, by a
majority vote taken in a public meeting, to hold a closed meeting to discuss and consider potential
settlement strategies with the City Attorney pursuant to attorney-client privilege; and
WHEREAS, a closed meeting is necessary in that public disclosure of the information to
be discussed at the closed meeting could possibly damage the City Council’s position in the PFAS
Lawsuits.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope
as follows:
1. That a closed meeting of the City Council shall be held on 13th day of November,
2023 immediately following the adjournment of the regularly scheduled meeting of the New Hope
City Council in the Council Chambers at the New Hope City Hall.
2
2. That the purpose of the meeting shall be the discussion of potential settlement
strategy in the PFAS Lawsuits with the City Attorney.
3. That said meeting shall not be open to the public.
4. That the New Hope City Clerk shall not be directed to electronically record the
meeting because it is a closed meeting under the attorney-client privilege.
5. That the New Hope City Clerk shall prepare a written roll of the City
Councilmembers and all other persons present at the closed meeting and make said roll available
for public inspection upon adjournment of the closed meeting.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this
13th day of November, 2023.
____________________________________
Kathi Hemken, Mayor
Attest: _______________________
Valerie Leone, City Clerk
P:\Attorney\SAS\1 Client Files\2 City of New Hope\99-53089 - PFAS - Class Action Settlement\Resolution - closed meeting - 11-13-23.docx
S:\November 13, 2023 Council Meeing\12.1 Q ‐ Upcoming Events.docx
Request for Action
November 13, 2023
Approved by: Reece Bertholf, City Manager
Originating Department: City Manager
By: Reece Bertholf, City Manager
Agenda Title
Exchange of communication between members of the city council
Upcoming meetings and events:
Nov. 14 7 p.m. – Citizen Advisory Commission Meeting
Nov. 15 8:30 a.m. – Bassett Creek Watershed Management Commission Meeting
Nov. 16 7:30 a.m. – NWSCCC/CCX Media Board of Directors Meeting
Nov. 20 6/6:30 p.m. – City Council Work Session
Nov. 23 Thanksgiving Holiday, City Offices Closed
Nov. 24 Thanksgiving Holiday, City Offices Closed
Nov. 27 6:30 p.m. – 2024 City Budget Public Hearing
7 p.m. – City Council Meeting
Agenda Section
Other Business
Item Number
12.1