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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 G I N I A UTAH AVE N381/2 HOPEWOOD LA E N S I G N A V E 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 D A V E N QUEBEC AVE NAN G E L I N E D R 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 E 56TH AVE N Co . R d . 1 0 BASS L A K E R D 58TH A V E N YUKON AVE NXYLON AVE N55TH AVE N UTAH AVE NWIS AVE NXYLON AVE NZEALAND AVE N PKWY INTERNATIONAL CENTER PKWYINTE R N A T I O N A L RESEARCH CTRSTATE HIGHWAY 169HARLAN DRBURGALLAN AVE HILLSBOROINDEPENDENCE AVE N AVE N G E T T Y S B U R GGETTYSBURG AVE 61STCIRBASSCRE E K 59TH A V E N 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 T E R PL 60TH AVE N SHIR L E Y 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 H R D HILLS - BORO GETTYSCIR.LAKE R D E AVE N.DR. 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 XXXX########.############CIVIL SITE DETAILS 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 APPROVED PROJ. NO.733MarquetteAvenue,Suite1000IHEREBYCERTIFYTHATTHISPLAN,SPECIFICATIONORREPORTWASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFMinneapolis,MN55402www.stantec.comCHECKED -PlotDate:THECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING.ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.FilePath:PROFESSIONALENGINEERCITYOFNEWHOPE,MNPUBLICWORKSFACILITYEXPANSIONMINNESOTA193806297XXXX,XXXX11/7/202311:05:54AMC:\Users\Public\Documents\Local_Revit_Files\193806297_E_R21_mike.fitzpatrick@stantec.com.rvtE801 ELECTRICALDETAILSAuthor Designer Approver Checker NO. REVISION DATE 1 LIGHTING CONTROLS SCHEMATIC 2 EXTERIOR LIGHTING CONTROL SCHEMATIC 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