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10/11/2018 Meeting
M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 October 11, 2018 C IT Y C O UN C IL IN F O RMA L MEET IN G T EN TAT IVE D ISC US SIO N IT EMS 5:30 P M 1.C ouncil Discussion Items (10 min.) 2.Discuss Operation Modifications for Outdoor Pickleball Play at Hayes Park (45 min.) 3.Police Department Body Camera Project Update (20 min.) 4.Adjourn C IT Y C O UN C IL REG ULA R MEET IN G T EN TAT IVE A G EN D A 7:00 P M 1.C all to Order and Pledge 2.Approve Agenda 3.Audience - 10 Minutes Total Time Limit - For Items N O T on this Agenda 4.Approve C onsent Agenda Items C onsent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda f or consideration. A.Approve Minutes of September 27, 2018, Regular Meeting B.Approve Change of General Manager in C onnection with On-Sale Wine and 3.2 Percent Malt Liquor Licenses at C hipotle Mexican Grill of Colorado, LLC, d/b/a C hipotle Mexican Grill C .Approve Change of Managers in Connection with On-Sale Liquor License at Vivo Restaurants, LLC, d/b/a Vivo, 15435 Founders Lane D.Adopt Resolution Approving Changes to Public Works Department Policy Manual E.Proclaim October 24, 2018, as "World Polio Day" F.Approve Release of Various Financial Guarantees G.Approve Release of Natural Resources Management Permit Financial Guarantee H.Bogart's Entertainment C enter 1. Adopt Resolution Approving Interim Use Permit Temporarily Amending Conditional Use Permit 2013-60 Allowing the Storage of Volleyball Sand from October 1, 2018, to April 1, 2019 2. Adopt Resolution Approving Interim Use Permit Allowing Temporary Sign for One Year to C over Existing Exterior Sign I.Adopt Resolution Approving Surrey Trail Addition Final Plat (129 and 135 Surrey Trail South) J .Adopt Resolution Approving Plans and Specifications for Project 2018- 156, Apple Valley Sports Ice Arena 2019 Ice System Replacement, and Authorizing Advertising for Receipt of Bids at 2:00 p.m. on November 8, 2018 K.Approve Agreement with J WS Construction, LLC, for Apple Valley Fire Station One Bay Floor L.Approve Change Order No. 1 to Agreement with G.F. J edlicki, Inc., for Project 2018-104, 2018 Utility Improvements M.Approve Change Order No. 1 to Agreement with Clean 'N Seal, Inc., for Project 2018-128, 2018 Concrete Cleaning & Sealing Services, and Approve Acceptance and Final Payment N.Approve Acceptance and Final Payment on Agreement with Fahrner Asphalt Sealers, LLC , for Project 2018-103, 2018 Micro Surfacing O.Approve Acceptance and Final Payment on Agreement with Hawkins, Inc., for Project 2018-138, Outdoor Pool Water Management P.Approve Acceptance and Final Payment on Agreement with Dakota Unlimited, Inc., for Project 2018-148, 2018 Quarry Point Fence Extension Q.Adopt Resolution Amending 2018 Pay and Benefit Plan R.Adopt Resolution Approving 2019 City C ontribution toward Employee Group Insurance S.Approve Personnel Report T.Approve Claims and Bills 5.Regular Agenda Items A.Pear One, Inc., d/b/a T he Pear at Valleywood, 4851 McAndrews Road 1. Hold Public Hearing 2. Adopt Resolution Approving Issuance of On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales B.2018 Special Assessment Roll No. 655, $167,021.21 - Delinquent Utilities 1. Hold Public Hearing 2. Adopt Resolution Levying Assessments C .2018 Special Assessment Roll No. 656, $1,098.92 - Delinquent Tree Removal C harges 1. Hold Public Hearing 2. Adopt Resolution Levying Assessments D.2018 Special Assessment Roll No. 657, $1,124.00 - Delinquent False Alarm Charges 1. Hold Public Hearing 2. Adopt Resolution Levying Assessments E.Pass Ordinance Amending C hapter 155 of the City C ode Related to Impervious and Building C overage on One- and Two-Family Lots and within Shoreland Overlay District (Recommend waiving second reading) 6.Staff and C ouncil C ommunications 7.Approve C alendar of Upcoming Events 8.Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 2. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:I nformal A genda I tem Description: Discuss Operation Modifications for Outdoor Pickleball Play at Hayes P ark (45 min.) S taff Contact: B arry B ernstein, Director of P arks & Recreation Department / Division: Parks and Recreation Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Staff would like an opportunity to discuss operation modifications for outdoor pickleball play at Hayes Park, including hours of play as Monday through Friday 9:00 a.m. to 1:30 p.m. and 4:30 p.m. to 7:30 p.m., Saturdays 9:30 a.m. to 2:00 p.m., and Sundays 12:30 to 4:30 p.m. By unanimous vote, the Parks and Recreation A dvisory C ommittee has recommended City Council approval of the revised hours of outdoor pickleball play on the Hayes Park courts. Staff would also like to update the City C ouncil on the sound level analysis and sound abatement studies conducted by ESI Engineering. B AC K G RO UND: Hours of P lay Since the development of the Hayes Park outdoor pickleball courts, some of the neighboring residents to the south have relayed concerns surrounding pickleball play/use. Discussion at the J uly 19, 2018, Parks and Recreation Advisory C ommittee informed the committee of issues and further attempts to satisfy both the neighbors and players. By unanimous vote the Parks and Recreation Advisory Committee recommended adjustment of the hours of play as follows: Monday through Friday 9:00 a.m. to 1:30 p.m. and 4:30 to 7:30 p.m. no play between 1:30 and 4:30 p.m. or after 7:30 p.m. Saturdays 9:30 a.m. to 2:00 p.m. Sundays 12:30 to 4:30 p.m. Play can be with or without the noise reduction ball, but no play on the outdoor pickleball courts other than during these hours. Noise E ngineering Studies Earlier this year we commissioned ESI Engineering to conduct a pickleball noise study to determine if the noise generated by the courts met applicable State noise requirements. Noise measurements were taken on J une 7, 2018 and were found to be in compliance with State requirements. A summary report from ESI Engineering dated J une 19, 2018 is attached. Additionally, the Parks and Recreation Advisory Committee asked that ESI Engineering conduct an additional analysis to help determine if noise barriers might help minimize noise impacts in the neighborhood. A copy of the report from ES I Engineering dated August 14, 2018 is attached. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Exhibit Exhibit I T E M: 3. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:I nformal A genda I tem Description: P olice Department B ody Camera Project Update (20 min.) S taff Contact: J on Rechtzigel, Chief of P olice Department / Division: P olice Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: T he Police Department is requesting permission to move forward with deployment of a body camera system. State law requires the governing body to allow public input on the purchase and policy development of a body camera system. Police Administration will seek approval to move forward with a purchase while adhering to these mandates. Based on comments received by the C ity Council at the October 11, 2018, informal meeting, formal adoption of the policy would be scheduled for consideration by the end of the year. B AC K G RO UND: T he Police Department has been researching and working on deploying a body camera system since 2016. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Policy Presentation 1 Apple Valley Police Department Body Worn Recording System Section 3-06 Issued: Date of Deployment Last Review: Date of Deployment INDEX 3.06.1 Definitions 3.06.2 Use and Documentation 3.06.3 General Guidelines for Recording 13.06.4 Special Guidelines for Recording 13.06.5 Downloading and Labeling Data 13.06.6 Access to ICV Data 13.06.7 Agency Use of Data 13.06.8 Data Retention POLICY The Apple Valley Police Department recognizes the value of body worn recording as an effective law enforcement tool. Our policy is to use and maintain a body worn recording system to enhance efforts to record evidence and officer interactions. PURPOSE This policy establishes the framework for proper use of body worn recording system technology. PROCEDURES 3.06.1 Definitions The following phrases have special meanings as used in this policy: A. MGDPA or Data Practices Act refers to the Minnesota Government Data Practices Act, Minn. Stat. § 13.01, et seq. B. Records Retention Schedule refers to the General Records Retention Schedule for Minnesota Cities. C. Law enforcement-related information means information captured or available for capture by use of a body worn recording system that has evidentiary value because it documents events with respect to a stop, arrest, search, citation, or charging decision. D. Evidentiary value means that the information may be useful as proof in a criminal prosecution, related civil or administrative proceeding, further investigation of an actual or suspected criminal act, or in considering an allegation against a law enforcement agency or officer. 2 Apple Valley Police Department E. General citizen contact means an informal encounter with a citizen that is not and does not become law enforcement-related or adversarial, and a recording of the event would not yield information relevant to an ongoing investigation. Examples include, but are not limited to, assisting a motorist by providing directions or summoning a wrecker. F. Adversarial means a law enforcement encounter with a person that becomes confrontational, during which at least one person expresses anger, resentment, or hostility toward the other, or at least one person directs toward the other verbal conduct consisting of arguing, threatening, challenging, swearing, yelling, or shouting. Encounters in which a citizen demands to be recorded or initiates recording on his or her own are deemed adversarial. G. Unintentionally recorded footage is a video recording that results from an officer’s inadvertence or neglect in operating the officer’s body worn camera system, provided that no portion of the resulting recording has evidentiary or administrative value. Examples of unintentionally recorded footage include, but are not limited to, recordings made in station house locker rooms, restrooms, and recordings made while officers were engaged in conversations of a non-business, personal nature with the expectation that the conversation was not being recorded. H. Official duties, for purposes of this policy, means that the officer is on duty and performing authorized law enforcement services on behalf of this agency. 3.06.2 Use and Documentation A. Officers may use only department-issued body worn recording systems in the performance of official duties for this agency or when otherwise performing authorized law enforcement services as an employee of this department. B. Officers should operate body worn recording system equipment consistent with this policy. Officers should perform daily function checks of the body worn recording system, and should promptly report any malfunctions to the officer’s supervisor. C. Officers should wear their body worn recording system at a location on their body and in the manner specified in training. D. Officers must document body worn recording system nonuse as follows: 1. Whenever an officer fails to record an activity that is required to be recorded under this policy or captures only a part of the activity, the officer should document the circumstances and reasons for not recording in an incident report or CAD. Supervisors should review these reports and initiate any corrective action deemed necessary. 3 Apple Valley Police Department 3.06.3 General Guidelines for Recording A. The Department configures body worn recording components to record in unison with the In-Car Video System including upon activation of the vehicle’s emergency lights or siren, if the vehicle speed reaches 100mph, or when a crash sensor located in the vehicle triggers system activation. B. If not already activated, officers should activate their body worn recording system when anticipating that they will be involved in, become involved in, or witness other officers of this agency involved in a pursuit, stop of a motorist or pedestrian, search, seizure, arrest, use of force, or adversarial contact, and during other activities likely to yield information having evidentiary value. However, officers need not activate their cameras when it would be unsafe, impossible, or impractical to do so, but such instances of not recording when otherwise required must be documented as specified in the Use and Documentation guidelines above. C. Officers have discretion to record or not record general citizen contacts. D. Officers have no affirmative duty to inform people that a body worn recording system is being operated or that they are being recorded. E. Once activated, the body worn recording system should continue recording until the conclusion of the incident or encounter, or until it becomes apparent that additional recording is unlikely to capture information having evidentiary value. In these circumstances, officers should state the reasons for ceasing the recording on camera before deactivating their recording system. If circumstances change, officers should reactivate their body worn recording system as required by this policy to capture information having evidentiary value. Temporarily muting the officer’s microphone to have a private conversation with fellow officers about the incident at hand is allowable. F. Officers should not intentionally block the body worn recording system’s audio or visual recording functionality to defeat the purposes of this policy. G. Notwithstanding any other provision in this policy, officers should not use their body worn recording system to record other agency personnel during non-enforcement related activities, such as to make audio recordings during meal breaks or other private conversations, unless recording is authorized as part of an administrative or criminal investigation. H. Officers should activate their body worn camera system when dealing with individuals believed to be experiencing a mental health crisis or event in order to document any use of force and any other information having evidentiary value or value in determining the subject’s ability to care for his or her self. I. Officers shall not intentionally edit, alter, or erase any body worn recording. 4 Apple Valley Police Department 13.06.4 Special Guidelines for Recording Officers may, in the exercise of sound discretion, determine: A. To use their body worn recording system to record any police-citizen encounter if there is reason to believe the recording would potentially yield information having evidentiary value, unless such recording is otherwise expressly prohibited. B. When other digital recording methods are unavailable, to use their body worn recording system to take recorded statements from persons believed to be victims of and witnesses to crimes, and persons suspected of committing crimes, considering the needs of the investigation and the circumstances pertaining to the victim, witness, or suspect. C. Officers need not record persons being provided medical care unless there is reason to believe the recording would document information having evidentiary value 13.06.5 Downloading and Labeling Data A. Each officer using a body worn recording system is responsible for transferring or assuring the proper transfer of the data from his or her recording system to the server by the end of that officer’s shift. If the officer is involved in a traffic accident, shooting, in-custody death, or other law enforcement activity resulting in death or great bodily harm, a supervisor or investigator may take custody of the officer’s ICV system and assume responsibility for transferring the data from it. B. Body worn recording system data files should be labeled at the time of capture or prior to the transfer to storage. Personnel should consult with a supervisor if in doubt as to the appropriate labeling as many of the following labels are applicable to each file. In those cases, the most serious offense or charge should be considered: 1. Traffic Citation: The recording captures a traffic incident where a motorist, bicyclist, or pedestrian was or will be issued a petty misdemeanor or misdemeanor citation for a traffic related offense. 2. Evidence—criminal: The information has evidentiary value with respect to an actual or suspected criminal incident or charging decision. 3. Evidence—force: Whether or not enforcement action was taken or an arrest resulted, the event involved the application of force by a law enforcement officer of this or another agency. 4. Evidence—property: Whether or not enforcement action was taken or an arrest resulted, an officer seized property from an individual or directed an individual to dispossess property. 5. Evidence—other: The recording has potential evidentiary value for reasons identified by the officer at the time of labeling. 6. Training: The event was such that it may have value for training. These recordings should be transferred from the server to a hard drive or portable storage device for use in training. 7. Unintentionally recorded footage: See Definitions, part G. The events or subject matter that was accidentally recorded shall be documented on a form or in a manner specified by the department. 5 Apple Valley Police Department 8. Not evidence: The recording does not contain any of the foregoing categories of information and has no apparent evidentiary value. Recordings of general citizen contacts are not evidence. In addition, officers should flag each file as appropriate to indicate that it contains information about data subjects who may have rights under the MGDPA limiting public disclosure of information about them. These individuals include: 1. Victims and alleged victims of criminal sexual conduct. 2. Victims of child abuse or neglect. 3. Vulnerable adults who are victims of maltreatment 4. Undercover officers. 5. Informants. 6. When the video is clearly offensive to common sensitivities. 7. Victims of and witnesses to crimes, if the victim or witness has requested not to be identified publicly. 8. Individuals who called 911, and services subscribers whose lines were used to place a call to the 911 system. 9. Mandated reporters. 10. Juvenile witnesses, if the nature of the event or activity justifies protecting the identity of the witness. 11. Juveniles who are or may be delinquent or engaged in criminal acts. 12. Individuals who make complaints about violations with respect to the use of real property. 13. Officers and employees who are the subject of a complaint related to the events captured on video. 14. Other individuals whose identities the officer believes may be legally protected from public disclosure. C. Labeling and flagging designations may be corrected or amended based on additional information. 13.06.6 Access to Body Worn Recording System Data A. Access to body worn recording system data from city or personally owned and approved devices shall be managed in accordance with established city policy. B. Officers may access and view stored body worn recording system video only when there is a business need for doing so, including the need to defend against an allegation of misconduct or substandard performance. Unless otherwise directed, officers may review video footage of an incident in which they were involved prior to preparing a report, giving a statement, or providing testimony about the incident. C. Officers may display portions of body worn recording system footage to witnesses as necessary for purposes of investigation as allowed by Minn. Stat. § 13.82, subd. 15, as may be amended from time to time. Officers should limit these displays to protect against the incidental disclosure of individuals whose identities are not public 6 Apple Valley Police Department D. Agency personnel are prohibited from accessing body worn recording system data for non- business reasons and from sharing the data for non-law enforcement related purposes, including but not limited to uploading data recorded or maintained by this agency onto public and social media websites. E. Officers should refer members of the media or public seeking access to body worn recording system data to the city’s information disclosure form. Police Records staff will process the request in accordance with the MGDPA and other governing laws. Employees seeking access to body worn camera data for non-business reasons may make a request for it in the same manner as any member of the public. This provision shall not be construed, however, to permit any conduct that is unbecoming or otherwise prohibited. F. Body worn recording system data shall be made available to prosecutors, courts, and other criminal justice entities as provided by law. 13.06.7 Agency Use of Data A. As a matter of practice, supervisors or other assigned personnel should not access or review other officers’ videos absent a complaint or concern about a policy or rule violation or performance. B. Nothing in this policy limits or prohibits the use of body worn recording system data as evidence of misconduct or as a basis for discipline. C. Officers should contact their supervisors to discuss retaining and using body worn recording footage for training purposes. Officer objections to preserving or using certain footage for training will be considered on a case-by-case basis. Field training officers may utilize body worn recording system data with trainees for the purpose of providing coaching and feedback on the trainee’s performance. 13.06.8 Data Retention A. Evidentiary data should be retained for the period specified in the General Records Retention Schedule for Minnesota Cities. When a particular recording is subject to multiple retention periods, it shall be maintained for the longest applicable retention period B. Body worn recording system footage that is classified as non-evidentiary, or becomes classified as non-evidentiary, should be retained for a minimum of 90 days following the date of capture. If information comes to light indicating that non-evidentiary data has evidentiary value or value for training, it may be reclassified and retained for a longer period. C. The department should maintain an inventory of body worn recordings. FORMS Police Department Video System Update October 11, 2018 Panasonic Arbitrator Currently have the Panasonic Arbitrator system installed in all 22 marked squads We would like to move forward with integration of body cameras to this system Court Trends The presence of video has become an expected work product from departments in the courts eyes If there is no video, there is doubt The burden has shifted to law enforcement to have a quality video system in place to prove their case Body Cameras Our Panasonic Arbitrator system was selected in part because of it’s ability to integrate body camera technology Body Camera and In-Car video files will be merged together in the server to one file Common trigger technology allows for the automatic start of both systems Body Camera Start-up Cost $39,000 - Body cameras and related hardware/software $7,370 - Squad installation and wiring of pairing docks and common trigger boxs $8,000 - 2 redaction software licenses $825 - One-time server licensing and maintenance fee $55,195 Body Camera Annual Cost $1,600 - 2 redaction software license renewals $4,994 - Annual body camera software license (up to 25 cameras) $6,594 Legislative Action MSS13.825 enacted and passed effective August 1, 2016 The laws specifically address the data practice questions many departments were waiting for answers on. What data is public vs private How long data needs to be retained District Courts can review disputes Legislative Action MSS 626.8473 enacted and passed August 1, 2016 This law requires local law enforcement agencies to: Provide an opportunity for public comment prior to purchase or implementation of BWC system Provide an opportunity for public comment prior to adoption of written policy Next Steps The Police Department has the pieces in place to purchase and implement body cameras A proposed policy has been developed with internal stakeholders A public hearing at a regular meeting is requested to proceed with the purchase and adoption of policy. Questions? I T E M: 4.A. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Minutes of September 27, 2018, Regular Meeting S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the minutes of the regular meeting of September 27, 2018. S UM M ARY: T he minutes from the last regular C ity C ouncil meeting are attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY Dakota County, Minnesota September 27, 2018 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held September 27, 2018, at 7:00 o’clock p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, Grendahl, and Hooppaw. ABSENT: None. City staff members present were: City Administrator Lawell, City Clerk Gackstetter, City Attorney Dougherty, City Engineer Anderson, Police Captain Bermel, Parks and Recreation Director Bernstein, Planner Bodmer, Police Captain Francis, Assistant City Administrator Grawe, Human Resources Manager Haas, Finance Director Hedberg, Community Development Director Nordquist, Police Chief Rechtzigel, Acting Fire Chief Russell, Public Works Director Saam, and Planner/Econ. Dev. Specialist Sharpe. Mayor Hamann-Roland called the meeting to order at 7:00 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Hooppaw, seconded by Grendahl, adding item 5.B - Proclaim October 1 - 7, 2018, as “Minnesota Manufacturing Week” in Apple Valley to the regular agenda, and approving the agenda for tonight’s meeting, as amended. Ayes - 5 - Nays - 0. AUDIENCE Mayor Hamann-Roland asked if anyone was present to address the Council, at this time, on any item not on this meeting’s agenda. Mr. Gene Rechtzigel commented about his fence, his request for a variance, and referenced State Statutes and the Minnesota Building Code. Mayor Hamann-Roland suggested Mr. Rechtzigel meet with the City Attorney to further discuss this matter. CONSENT AGENDA Mayor Hamann-Roland asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Bergman, seconded by Goodwin, approving all items on the consent agenda with no exceptions. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 27, 2018 Page 2 CONSENT AGENDA ITEMS MOTION: of Bergman, seconded by Goodwin, approving the minutes of the regular meeting of September 13, 2018, as written. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2018-143 accepting, with thanks, the donation of $8.00 from Anthony Iverson of Community Alliance and 4Kids Fundraising for Use by Parks and Recreation Department. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving issuance of a 2018 Christmas Tree Sales Lot license to William E. Brabec, d/b/a Silver Bell Christmas Tree Farm, for use on Lot 2, Block 1, East Valley Plaza 3rd Addition (between Upper 141st and 140th Streets), as described in the City Clerk’s memo. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2018-144 setting a public hearing, at 7:00 p.m., on October 25, 2018, on the application for On-Sale Wine and 3.2 Percent Malt Liquor Licenses by T & D Choice, LLC, d/b/a Phovalley Cuisine. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, declaring certain City vehicles as surplus; authorizing the disposal of City vehicles and unclaimed property by a public sale from October 18, 2018, through November 1, 2018; and approving the agreement with Assets 2 Cash, LLC, for an online auction conducted through K-Bid, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin adopting Resolution No. 2018-145 appointing individuals listed in the resolution to serve as judges for the General Election to be held on November 6, 2018, in the City. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving a preferred catering list for the Senior Center, as described in the Parks and Recreation Director’s memo. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving a change in operating hours of Redwood Community Center teen drop-in site, as described in the Parks and Recreation Department Director’s memo. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2018-146 in support of Dakota County’s Principal Arterial Study. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving wetland delineation for the Apple Valley Golf Course property, at 8661 140th Street W., as summarized in the complete delineation report of July 25, 2018. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 27, 2018 Page 3 MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2018-147 reauthorizing the final plat for Village at Founders Circle 2nd Addition, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2018-148 approving plans for Wings Financial Building signs, with conditions as recommended by the Planning Commission. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving the Agreement for City of Apple Valley Residential Fall Clean-Up Day (furniture and remodeling debris collection) with Waste Management of MN, Inc., and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, accepting Project 2018-135, Well 5 Air Conditioner Installation, as complete and authorizing final payment on the agreement with Nordic Services, Inc., in the amount of $15,525.00. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving an amendment to the Personnel Policy Manual, as described in the Human Resources Manager’s memo. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving the personnel actions as listed in the Personnel Report dated September 27, 2018. Ayes - 5 - Nays - 0. MOTION: of Bergman, seconded by Goodwin, approving the claims and bills, check registers dated September 5, 2018, in the amount of $194,218.19; and September 12, 2018, in the amount of $1,343,730.91. Ayes - 5 - Nays - 0. END OF CONSENT AGENDA PROCLAIM “FIRE PREVENTION WEEK” Acting Fire Chief Russell commented on Fire Prevention Week. The theme for 2018 is “Look. Listen. Learn. Be Aware. Fire can happen anywhere.” Public open houses will be held, from 6:00 to 9:00 p.m., at Fire Station No. 1 on October 9, at Fire Station No. 2 on October 10, and at Fire Station No. 3 on October 11, and everyone is invited. He then reviewed activities planned at the fire stations and read the proclamation. MOTION: of Bergman, seconded by Grendahl, proclaiming October 7 - 13, 2018, as "Fire Prevention Week" in support of the Fire Department's public safety efforts and urging all citizens to install smoke alarms and to plan and practice fire drills; and authorizing activities planned at the fire stations. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 27, 2018 Page 4 PROCLAIM “MINNESOTA MANUFACTURING WEEK” Mr. Nordquist commented on the vital role manufacturing plays in Apple Valley’s economy. In honor and recognition of those manufacturers located in Apple Valley, staff recommends the Council proclaim October 1 - 7, 2018, as “Minnesota Manufacturing Week”. He then read the proclamation. MOTION: of Grendahl, seconded by Hooppaw, proclaiming October 1 - 7, 2018, as “Minnesota Manufacturing Week” in Apple Valley. Ayes - 5 - Nays - 0. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Bergman, approving the calendar of upcoming events as included in the Deputy City Clerk’s memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5 - Nays - 0. COMMUNICATIONS Mr. Lawell invited the public to Oktoberfest on September 28, 2018, from 4:00 p.m. to 9:00 p.m. in Kelley Park and to the Jack-O-Lantern Spectacular at the Minnesota Zoo from October 4 through 31, 2018. Mr. Grawe reminded everyone Fall Clean-up Day will be September 29, 2018, from 8:00 a.m. to 1:00 p.m. at the Aquatic Center parking lot. Police Chief Rechtzigel with Police Captain Francis congratulated Police Captain John Bermel on his retirement. The Council thanked Captain Bermel for his service. Captain Bermel said he will miss the culture of excellence at the City of Apple Valley. ADJOURN MOTION: of Grendahl, seconded Goodwin, to adjourn. Ayes - 5 - Nays - 0. The meeting was adjourned at 7:33 o’clock p.m. Respectfully Submitted, /s/ Pamela J. Gackstetter Pamela J. Gackstetter, City Clerk Approved by the Apple Valley City Council on . Mary Hamann-Roland, Mayor I T E M: 4.B. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Change of General Manager in Connection with On-S ale W ine and 3.2 P ercent Malt L iquor L icenses at Chipotle Mexican Grill of Colorado, L L C, d/b/a Chipotle Mexican Grill S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the change of General Manager at C hipotle Mexican Grill of C olorado, LLC , d/b/a Chipotle Mexican Grill, in connection with the On-Sale Wine and 3.2 Percent Malt Liquor Licenses, at 7638 150th Street W., naming C armen Nunez as General Manager. S UM M ARY: Chipotle Mexican Grill of C olorado, LLC , d/b/a C hipotle Mexican Grill has filed an application for a change of General Manager required in connection with its O n-Sale Wine and 3.2 Percent Malt Liquor Licenses at 7638 150th Street W. Ms. C armen Nunez is being named General Manager. A personal information form has been filed on this individual and the Police Department has conducted the necessary background investigation indicating nothing to preclude the business from continuing to hold a license. B AC K G RO UND: City C ode Section 111.34 provides for C ity Council approval of such changes. B UD G E T I M PAC T: N/A I T E M: 4.C. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Change of Managers in Connection with On-Sale L iquor L icense at Vivo Restaurants, L L C, d/b/a Vivo, 15435 F ounders L ane S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the change of managers at Vivo Restaurants, LLC , d/b/a Vivo, in connection with t he On-Sale Intoxicating Liquor License and Special License for Sunday Liquor Sales, at 15435 Founders Lane, naming Carolyn Mae Tichich as General Manager and David Michael Peter J ohnson as Beverage Manager. S UM M ARY: Vivo Restaurants, LLC, d/b/a Vivo has filed applications for change of managers required in connection with its On-Sale Intoxicating Liquor License and Special License for Sunday Liquor Sales at 15435 Founders Lane. Ms. C arolyn Mae Tichich is being named General Manager and Mr. David Michael Peter J ohnson is being named Beverage Manager. Personal information forms have been filed on the individuals and the Police Department has conducted the necessary background investigations indicating nothing to preclude the business from continuing to hold a license. B AC K G RO UND: City C ode Section 111.34 provides for C ity Council approval of such changes. B UD G E T I M PAC T: N/A I T E M: 4.D. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A dopt Resolution A pproving Changes to Public Works Department P olicy Manual S taff Contact: Matt Saam, Public Works Director Department / Division: P ublic Works Department AC T I O N RE Q UE S T E D: Adopt resolution approving changes to the Public Works Department Policy Manual by revising Section 5.02 - Maintenance Personnel Uniform Policy and 5.03 - Non-Union Personnel Uniform Policy. S UM M ARY: Attached for C ity Council consideration are revisions to Section 5.02 and Section 5.03 of the Personnel Uniform Policy. T he Public Works Department reviews the Department Policy Manual annually and provides recommended revisions based on current practices and community service needs. T he following is a summary of the recommended changes to the manual. Amend jean reimbursement from the current $30 amount to $35. Add a hat/headgear provision limiting headwear during work hours to City issued items. Minor language corrections to allow flexibility in garment style and type. Minor language revision clarifying when uniform reimbursements end near employment separation time. B AC K G RO UND: T he Labor Management C ommittee has been discussing all of these topics at their last several meetings. T he annual jean reimbursement has been at the current amount of $30 since 2002. Given that the amount has remained the same for 16 years and jeans have increased in cost, the Committee recently met and recommended increasing the reimbursement amount to $35. Providing headwear with the C ity logo promotes a professional uniform appearance for staff interacting with residents and businesses during work hours. B UD G E T I M PAC T: T he proposed $5 jean reimbursement increase along with the additional headwear would result in approximately $900 additional annual cost that would be split between the various divisions. Staff intends to manage the existing division budgets to accommodate the proposed increase. AT TAC HM E NT S : Resolution Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2018- A RESOLUTION APPROVING CHANGES TO THE PUBLIC WORKS DEPARTMENT POLICY MANUAL, BY REVISING SECTIONS 5.02 MAINTENANCE PERSONNEL UNIFORM POLICY AND SECTION 5.03 NON-UNION PERSONNEL UNIFORM POLICY WHEREAS, the League of Minnesota Cities encourages municipalities to develop written policies to guide practices and procedures for certain public works services; and WHEREAS, the Public Works Department has consolidated current public works related policies into a Public Works Department Policy Manual; and WHEREAS, City staff has recommended revisions to certain sections of said policy manual. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: Revisions to Section 5.02 Maintenance Personnel Uniform Policy; and Section 5.03 Non- Union Personnel Uniform Policy to the Public Works Department Policy Manual are hereby approved, effective October 12, 2018. ADOPTED this 11th day of October, 2018. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley 5.02 MAINTENANCE PERSONNEL UNIFORM POLICY A. Purpose This policy is intended to establish a Uniform Policy for Maintenance personnel covered by the City’s contract with AFSCME and as outlined in Article XXII, Uniforms. Employee’s appearance and dress should always be appropriate for the public service environment, reflect favorably on the City’s image, easily identify the employee as a City employee, and contribute to job and workplace safety. B. Scope This policy applies to Maintenance personnel covered by the City’s contract with AFSCME and as outlined in Article XXII, Uniforms. C. Policy The Maintenance Uniform Policy has been adopted by the City administration and a Uniform Coordinator assigned to assist with purchasing, tracking, and coordinating the policy. Questions or concerns regarding this policy should be directed to the employee’s Supervisor/Superintendent, Department Head, or Human Resources. Employees are required to wear the uniforms provided unless previously authorized by the supervisor. Only City issued hats or caps may be worn during working hours. Employees are required to wear uniform clothing that is neat, clean, and well maintained, and to observe good grooming and personal hygiene practices. D. Procedures 1. UNIFORM CLOTHING ISSUE FOR NEW EMPLOYEES Item Quantity Description a. Work Shirts 12 Various styles and colors including sweatshirts. b. Pants 4 Combination of four (4) of the following: (a) blue jeans or brown twill pants or (b) blue or brown work trousers or (c) solid blue or black bib overalls. Reimbursement of actual cost up to $30 $35 per pair. A receipt(s) must accompany the request for reimbursement. c. Jacket/VestOuterwear Combination of 2 of the following: 1 Heavyweight hooded sweatshirt 1 Twill vest, quilt lined 1 Twill jacket, quilt or blanket lined 1 Lightweight baseball jacket d. Coat 1 Hi Viz choice of either a 3 in 1 7 in 1 long or short coat or bomber style jacket. e. Bibs 1 Insulated twill bibs with zipper to knee or hip f. Hats, Caps (optional) 4 City issued: two (2) ball caps, one (1) high visibility ball cap, and one (1) winter stocking cap. SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley Section 5.02: Page 1 2. BOOTS Actual cost up to $200 per year toward purchase or repair of work or snow boots or accessories such as heel inserts, laces, re-soling. The boot must be a sturdy leather boot with a minimum over the ankle support of four to six inches. If an employee prefers a blend of cordura nylon/leather or Kevlar®/leather, that boot may be acceptable but only with prior approval from the employee’s supervisor. No tennis shoes or canvas type shoe may be purchased under this policy. The City has accounts set up at the following boot suppliers: Red Wing Shoes in Apple Valley, Nokomis shoe shop, and Delegard Tool Company. (This list is subject to change.) Boots may be charged to the City’s account. If purchased elsewhere, a receipt must accompany the request for reimbursement. 3. SHORTS a. Employees may wear shorts when both of the following conditions are met: 1) From May 1 through September 30, on days when the anticipated temperature is 80 degrees or greater. (Forecast from National Weather Service.) 2) The employee is assigned a task the Supervisor/Superintendent has approved for shorts. Employees may not wear shorts while performing the following tasks: • Asphalt work/pavement patching • Use of push mower, weed whip, or power hedge trimmer • Chainsaw, chipper, brush work • Pesticide/chemical use • Welding or torch work • Lift station repair • Entering confined spaces • Work in the water treatment plant/wells b. Type of shorts permitted 1) Style: Shorts must be neat and suitable for a business environment and contact with the public. They must be of original manufacture with hem. “Baggy” style shorts are not allowed. Shorts must be of jeans or trouser weight. Shorts must not be more than two inches above the top of the kneecap. 2) Color: Shorts must be solid dark blue, black, or khaki in color. c. Purchase of Shorts Employees are responsible for purchasing their own shorts. Shorts purchases do not qualify for reimbursement under the City of Apple Valley uniform program. d. Other procedures for wearing shorts 1) When wearing shorts, employees must follow all other provisions of the City’s uniform policy. SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley Section 5.02: Page 2 2) Employees must report to work in pants and have the pants immediately available. Employee may change into pants/shorts during scheduled breaks or lunch only. Employee may not change into pants/shorts while out in the field. 3) Other than for the prohibited tasks previously listed, approval of tasks for which wearing shorts will be permitted will be at the discretion of the Supervisor/Superintendent. If an employee abuses this policy, the Supervisor/Superintendent may revoke the employee’s privilege to wear shorts. 4) Seasonal workers This section shall also apply to seasonal maintenance workers. 4. Hats/Headwear The City will provide baseball-style hats along with a cold-weather stocking hat with the City logo affixed on the hat for use by employees to wear if they choose. Only hats with the City’s logo will be allowed to be worn, with the exception of non-logo safety head wear for weather protection. No skull caps or bandanas may be worn unless it is under a hat & not visible under the hat. The wearing of any hat by an employee is subject to approval by the employee’s supervisor. 5. CLEANING Employees must clean and maintain their own uniforms. Employees are expected to maintain a clean and neat appearance and dress. 6. REPLACEMENT Employees must turn in the item to the Uniform Coordinator before new items will be issued or pants reimbursed. Boots need not be turned in. Items must be worn and/or no long a proper fit before replacement items will be issued. Supervisory approval is required for other requests for replacement. 7. ORDERING PROCESS Ordering of clothing items, except boots and pants, is done by the Uniform Coordinator. 8. MAXIMUM CONTRIBUTION BY THE CITY The City’s uniform policy is one of a maximum contribution toward purchase of an item the City requires employees to wear. The policy does not entitle the employee to the difference between the cost of the item and the City’s maximum contribution. However, the savings of lower priced items will offset the cost of higher priced items if brought in at the same time and only up to the maximum the City would pay for the number of items turned in together. Example 1: If an employee pays $ $42$56 for a pair of pants and gets the next pair for half price, the City will view the entire transaction as worth $63$84. The employee would be entitled to reimbursement for two pair at $30$35/pair for a total of $60$70. The employee would not be reimbursed for the remaining $3$14. Both pairs must be turned in at the same time. SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley Example 2: If an employee purchases two pair of pants at $28$30 each and a third pair at $36$48, the employee will be reimbursed a total of $90 (*3 X $30), not $92 ($28 + $28 + $36)$105 (3 x $35), not $108 ($30 + $30 + $48). All three pairs must be turned in at the same time. The difference between the lower priced item and the cost the City would pay will not be banked to offset future purchases. Section 5.02: Page 3 9. TRACKING In addition to monitoring the boot allowance, the City records the number of items each employee is issued as well as amounts for which they are reimbursed. 10. PURCHASE OF ADDITIONAL ITEMS Full-time employees may purchase additional items at the City’s purchase price. 11. ALTERATIONS OF APPLE VALLEY Employees may not alter or decorate City uniforms. Employees may imprint/embroider uniform clothing with names, including proper or shortened proper names, not nicknames. The embroidered name must complement the Apple Valley logo in lettering style and size and must be located on the side opposite the City logo. Employees must request approval from their Supervisor/Superintendent prior to adding names. The cost of the imprint/embroidery is the responsibility of the employee. 12. RETURN AND REIMBURSEMENT OF UNIFORM ITEMS Upon termination of employment: a. aAll City-issued clothing/uniform items that have a logo must be turned in to the Uniform Coordinator. b. Employees are no longer eligible for boot, jean or safety glasses reimbursement and distribution of clothing items, upon either the submission of a resignation notice or within the last 30 days of employment, whichever occurs first. 13. PRESCRIPTION SAFETY GLASSES The City will subsidize the actual cost of one pair of prescription safety glasses, including dispensing, shipping and handling fees up to a maximum of $70 every two years. A receipt must accompany the request for reimbursement. The Uniform Coordinator will handle requests for reimbursement. Only employees requiring a prescription of vision corrective lenses will be eligible for this subsidy. No reimbursements will be made to employees who do not wear corrective lenses. Adopted by City Council - Resolution 2011-175 Section numbering revised 03-12-2012 and 01-18-2013 Adopted by City Council April 23, 2015 - Resolution 2015-61 Adopted by City Council December 22, 2015 – Resolution 2015-187 SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley Section 5.02: Page 4 SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley 5.03 NON-UNION PERSONNEL UNIFORM POLICY A. Purpose This policy is intended to establish a Uniform Policy for Building Inspection, Construction Inspection, and Natural Resources personnel defined by the City’s Pay and Benefit Plan resolution. Employee’s appearance and dress should always be appropriate for the public service environment, reflect favorably on the City’s image, easily identify the employee as a City employee, and contribute to job and workplace safety. B. Scope This policy applies to the positions of Building Inspector (Residential and Commercial), Building Official, Natural Resources Coordinator, Engineering Technicians, Natural Resources Technician, Water Quality Technician, Superintendents, and Supervisors. C. Policy This Uniform Policy has been adopted by the City administration and a Uniform Coordinator assigned to assist with purchasing, tracking, and coordinating the policy. Questions or concerns regarding this policy should be directed to the employee’s Supervisor, Department Head, or Human Resources. Employees are required to wear the uniforms provided unless previously authorized by the supervisor. Only City issued hats or caps may be worn during working hours. Employees are required to wear uniform clothing that is neat, clean, and well maintained, and to observe good grooming and personal hygiene practices. D. Procedures 1. UNIFORM CLOTHING ISSUE FOR NEW EMPLOYEES Item Quantity Description a. Work Shirts 10 Various styles and colors including sweatshirts. (Inspectors and Technicians only) b. Jackets/VestOuterwear Combination of 2 of the following: 1 Heavyweight hooded sweatshirt 1 Twill vest, quilt lined 1 Twill jacket, quilt or blanket lined 1 Lightweight baseball jacket c. Coat 1 Hi Viz choice of either a 3 in 1 7 in 1 long or short coat or bomber style jacket. d. Bibs 1 Insulated twill bibs with zipper to knee or hip (Natural Resources and Engineering staff only.) e. Hats, Caps (optional) 4 City issued: two (2) ball caps, one (1) high visibility ball cap, and one (1) winter stocking cap. 2. BOOTS Actual cost up to $200 per year toward purchase or repair of work or snow boots or accessories such as heel inserts, laces, re-soling. The boot must be a sturdy leather boot with a minimum over the ankle support of four to six inches. If an employee prefers a blend SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley of cordura nylon/leather or Kevlar®/leather, that boot may be acceptable but only with prior approval from the employee’s supervisor. No tennis shoes or canvas type shoe may be purchased under this policy. The City has accounts set up at the following boot suppliers: Red Wing Shoes in Apple Valley, Nokomis shoe shop, and Delegard Tool Company. (This list is subject to change.) Section 5.03: Page 1 Boots may be charged to the City’s account. If purchased elsewhere, a receipt must accompany the request for reimbursement. 3. CLEANING Employees must clean and maintain their own uniforms. Employees are expected to maintain a clean and neat appearance and dress. 4. Hats/Headwear The City will provide baseball-style hats along with a cold-weather stocking hat with the City logo affixed on the hat for use by employees to wear if they choose. Only hats with the City’s logo will be allowed to be worn, with the exception of non-logo safety head wear for weather protection. No skull caps or bandanas may be worn unless it is under a hat & not visible under the hat. The wearing of any hat by an employee is subject to approval by the employee’s supervisor. 5. REPLACEMENT Employees must turn in the item to the Uniform Coordinator before new items will be issued. Boots need not be turned in. Items must be worn and/or no long a proper fit before replacement items will be issued. Supervisory approval is required for other requests for replacement. 6. ORDERING PROCESS Ordering of clothing items, except boots, is done through the Uniform Coordinator. 7. TRACKING In addition to monitoring the boot allowance, the City records the number of items each employee is issued as well as amounts for which they are reimbursed. 8. PURCHASE OF ADDITIONAL ITEMS Full-time employees may purchase additional items at the City’s purchase price. 9. ALTERATIONS OF APPLE VALLEY Employees may not alter or decorate City uniforms. Employees may imprint/embroider uniform clothing with names, including proper or shortened proper names, not nicknames. The embroidered name must complement the Apple Valley logo in lettering style and size and must be located on the side opposite the City logo. Employees must request approval from their Supervisor/Superintendent prior to adding names. The cost of the imprint/embroidery is the responsibility of the employee. 10. RETURN OF UNIFORM ITEMS SECTION 5 – GENERAL POLICIES Public Works Department Policies City of Apple Valley Upon termination of employment, all City-issued clothing/uniform items that have a logo must be turned in to the Uniform Coordinator. 11. PRESCRIPTION SAFETY GLASSES The City will subsidize the actual cost of one pair of prescription safety glasses, including dispensing, shipping and handling fees up to a maximum $70 every two years. A receipt must accompany the request for reimbursement. The Uniform Coordinator will handle requests for reimbursement. Only employees requiring a prescription of vision corrective lenses will be eligible for this subsidy. No reimbursements will be made to employees who do not wear corrective lenses. 12. RETURN AND REIMBURSEMENT OF UNIFORM ITEMS Upon termination of employment: a. All City-issued clothing/uniform items that have a logo must be turned in to the Uniform Coordinator. b. Employees are no longer eligible for boot, jean or safety glasses reimbursement and distribution of clothing items, upon either the submission of a resignation notice or within the last 30 days of employment, whichever occurs first. Adopted by City Council - Resolution 2011-175 Section numbering revised 03-12-2012 Adopted by City Council April 23, 2015 - Resolution 2015-61 Adopted by City Council December 22, 2015 – Resolution 2015-187 Section 5.03: Page 2 I T E M: 4.E. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: P roclaim October 24, 2018, as "World Polio Day" S taff Contact: Charles Grawe, A ssistant City A dministrator Department / Division: Administration / I nformation Technologies AC T I O N RE Q UE S T E D: Proclaim October 24, 2018, as "World Polio Day". S UM M ARY: T he Apple Valley Rotary C lub has been active in raising funds to eradicate polio for many years. For more than 30 years, Rotary International has been engaging in the campaign to eradicate polio worldwide. Rotary International has designated October 24, 2018 as World Polio Day. In recognition of this effort, representatives of the Apple Valley Rotary C lub have requested the proclamation. B AC K G RO UND: Rotary began its mission to eradicate Polio when the disease struck more than 350,000 children in 125 countries each year. Since the beginning of the campaign, polio cases have been drastically reduced. Endemic polio only exists in the countries of Afghanistan and Pakistan today. Due in part to Rotary's efforts, polio is near eradication. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Proclamation Presentation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, Rotary International, including the Apple Valley Rotary Club, in 1985 launched PolioPlus and spearheaded the Global Polio Eradication Initiative, which today includes the World Health Organization, U.S. Centers for Disease Control and Prevention, UNICEF and the Bill & Melinda Gates Foundation to immunize the children of the world against polio; and WHEREAS, Rotary brings 105 years of history to this initiative. Its members are business, professional and community leaders who pr ovide humanitarian service, encourage high ethical standards, and help build goodwill and peace in the world. Thirty two thousand Rotary clubs located in more than 200 countries and geographical areas build coalitions and initiate service projects to address today’s challenges, including illiteracy, disease, hunger, poverty, lack of clean water, and environmental concerns; and WHEREAS, polio cases have dropped by 99.9 percent since 1988 and the world stands on the threshold of eradicating the disease; and WHEREAS, Rotary is currently working to raise an additional $50 million per year, which would be further leveraged for maximum impact by an additional $100 million annually from the Bill & Melinda Gates Foundation; and WHEREAS, the Apple Valley American Legion and Apple Valley Rotary Club will be holding a fundraiser for this effort on January 27, 2019. NOW, THEREFORE, the City Council of the City of Apple Valley, Dakota County, Minnesota, hereby proclaims October 24 2018, as “Wo rld Polio Day” in Apple Valley and encourages the community to support the Rotary effort to eradicate polio. PROCLAIMED this 11th day of October, 2018. _________________________________ ATTEST: Mary Hamann-Roland, Mayor ____________________________________ Pamela J. Gackstetter, City Clerk 10/12/2018 1 World Polio Day Proclamation October 24, 2018 10/12/2018 2 For More Information Contact by email Karen.kirkman@midcountrybank.com or visit www.applevalleyrotary.org I T E M: 4.F. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Release of Various F inancial Guarantees S taff Contact: J oan Murphy, Department A ssistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve release of various financial guarantees. S UM M ARY: T he C ity holds numerous financial guarantees to ensure the installation of certain improvements in new developments, as well as to assure protection of natural resources. Staff review of the status of these developments indicates that the following actions are in order: 1.Quarry Ponds Fourth Addition (PC15-47-ZS) C ash Check Original Deposit on 10/12/16 $21,600.00 Reduced 2/22/18 to $ 14,600.00 Reduce now to $ 0.00 2.Presbyterian Homes at Cobblestone Lake (PC16-14-PZSB) LO C #1120 Original Deposit on 8/30/16 $198,125.00 Reduce now to $ 0.00 B AC K G RO UND: N/A B UD G E T I M PAC T: N/A I T E M: 4.G. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Release of Natural Resources Management Permit Financial Guarantee S taff Contact: J essica Schaum, Natural Resources Coordinator Department / Division: Natural Resources Division AC T I O N RE Q UE S T E D: Approve the release of Natural Resources Management Permit financial guarantee to Youngfield Homes, Inc., in the amount of $10,000. S UM M ARY: T he following project has been inspected and is compliant according to C ity requirements: 1. Hunter Forrest Letter of Credit No. 1106562 Amount $10,000.00 Reduce now to $0.00 B AC K G RO UND: T he C ity retains Natural Resources Management Permit (N RMP) financial securities to ensure the protection of natural resources during land disturbing activities. B UD G E T I M PAC T: N/A I T E M: 4.H. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: B ogart's E ntertainment Center S taff Contact: A lex Sharpe, Planner and Economic Development Spec. Department / Division: Community Development Department Applicant: A lan L oth, Owner of B ogart's E ntertainment Center P roject Number: P C18-25-I Applicant Date: 9/5/2018 60 Days: 11/4/2018 120 Days: 1/3/2019 AC T I O N RE Q UE S T E D: 1. Adopt resolution approving an Interim Use Permit for Bogart's Entertainment Center temporarily amending C onditional Use Permit 2013-60 allowing the storage of volleyball sand From October 1, 2018, to April 1, 2019. 2. Adopt resolution approving an Interim Use Permit for Bogart's Entertainment Center allowing a temporary sign for one year to cover an existing exterior sign. S UM M ARY: Bogart's Entertainment Center is seeking an Interim Use Permit (IUP) to temporarily amend their C onditional Use Permit (C UP) for sand volleyball courts. One of the conditions of the C UP is that the volleyball sand is only permitted to be on site April 1 - September 30 each year. Bogart's is seeking to store the sand on site for the winter months, and find alternative uses for the stockpiled sand during this time. Additionally, Bogart's has re-branded and is no longer "Apple Place". A large sign currently exists on the building, and the owners are seeking to cover this with a temporary sign with the new "Bogart's Entertainment C enter" logo. As temporary signs are only permitted for 30 days per year, the interim use permit will allow the applicant to keep a temporary sign for up to one year. T he Public Hearing was held by the Planning C ommission on September 19, 2018. As there were no comments from the public, the Commission unanimously recommended approval. B AC K G RO UND: If approved, the Interim Use Permit (IUP) will cover two separate requests on the site. T he first is to temporarily amend a condition of the C UP issued in 2013 which dictated when the sand could be stored/used on the site. T he second is for a temporary sign on the exterior wall, allowing the owner to retain a temporary sign longer than permitted by code. Storage of Volleyball Sand Request In 2013, Apple Place Bowl/Bogarts Nightclub was issued a C UP to allow outdoor sand volleyball in the parking lot on the site. A condition of this use was that the volleyball courts, including the sand and lights be removed from the site each year prior to September 30th. T he site is under new ownership and is seeking to retain the sand on site during the winter months. T hey would do so by taking half of the sand and placing it on the other half of the court, essentially folding the southern half and placing it onto the northern half. Bogart's is evaluating several options for the use of this sand during the winter months, including ice sculpture display, skating, and winter volleyball. T he primary purpose of retaining the sand is to allow the new ownership to take some time getting established and re- brand the site. When the C UP was issued there were two primary concerns with retaining the sand on site, which led to the requirement that it be removed each year. T he first was to prevent sand from entering the storm water system. T he second was ensuring the site had adequate parking during its busy winter months. Storm Water P rotection T he Public Works and Natural Resources Departments have evaluated the proposal and have determined that the storage of the sand could be done for one year and evaluated, with some conditions that would assist in preventing sand from flowing into the storm water system. T hese include covering and enclosing the sand, placing inlet protection in the catch basins in their parking lot and along Garrett Ave, and an inspection when this installation is complete. P arking Having the site meeting parking requirements was the second concern noted in the C UP in 2013. As constructed, the site is 30 parking spaces short of requirements, but has a cross access parking agreement with Fit Academy, and the Wings II building. When the volleyball courts are in place they remove 24 parking spaces. To store the sand on site for the winter the total spaces removed will be 12. T he C UP report in 2013 noted that while the total parking for the sites do not meet code, they are able to meet parking demands due to staggered use of the sites with vastly different peak demand times. Fit Academy and the Wings II building have peak uses in the morning, and during the business day, while Bogart's demands are evenings and weekends. Staff has not noted serious parking concerns since the establishment of the volleyball courts in 2013 and will closely evaluate parking concerns this winter. T he purpose of an IUP is to temporarily allow a use to determine whether it may have any adverse effects. T his application will allow the new site owners to evaluate better options for the sand in the future. Temporary Sign Currently, the site has two different names, Apple Place Bowl and Bogarts Entertainment Center. T he new owners are seeking to re-brand the site with a single name " Bogarts Entertainment Center" which encompasses all of the uses on the site. T he request for the IUP for a temporary sign is for one year to allow the owners to build enough funds to replace the expansive 37 foot long "Apple Place" sign with a new Bogarts sign. Staff has evaluated the request and found that temporary signs are not permitted more than 30 days per year by code. An IUP for one year would allow the temporary sign to be placed, limit the time to a single year, and allow the owners to invest so they are able to get a better permanent sign on the building. T he primary concern of this sign will be appearance, which staff is working with the applicant to ensure the temporary sign looks as attractive and fitting with the character of the building as possible. High grade temporary sign materials are proposed, and the applicant has stated that they wish to cover the existing sign with the temp sign in a manner that will attractively advertise the space. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Resolution Resolution Area Map Site P lan Applicant L etter Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2018 - ___ A RESOLUTION APPROVING AN INTERIM USE PERMIT TEMPORARILY AMEDNING CONDITONAL USE PERMIT 2013-60 CONDITION 6 ALLOWING STORAGE OF VOLLEYBALL SAND FROM OCTOBER 1, 2018 TO APRIL 1, 2019 FOR BOGARTS ENTERTAINMENT CENTER LOCATED AT 14917 GARRETT AVE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357, the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to Minnesota Statutes 462.3597, the City of Apple Valley has adopted within its zoning regulations the authority to grant interim use permits; and WHEREAS, pursuant to the City’s zoning regulations, an “interim use” is a temporary use of property until a particular date, until the occurrence of a particular event, or until zoning regulations no longer permit it; and WHEREAS, approval of an Interim Use Permit temporarily amending Conditional Use Permit 2013-60 has been requested by Alan Coth, Owner of Bogarts Entertainment Center located at 14917 Garrett Ave; and WHEREAS, the property is legally described as: That part of Lot 2, Block 7, Apple Valley Commercial Addition, lying South of a line beginning at a point on the West line of said Lot 2 distant 530 feet North from the Southwest corner of said Lot 2; thence Easterly and at right angles to said West line a distance of 406.25 feet, more or less, to the East line of said Lot 2 and there terminating; and WHEREAS, review of the Interim Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on September 19, 2018; and WHEREAS, the Apple Valley Planning Commission recommended approval of the Interim Use Permit request subject to certain conditions on September 19, 2018. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that an Interim Use Permit amending conditional use permit 2013-60 allowing the storage of volleyball sand from October 1, 2018 to April 1, 2019 within a “PD-290” (Planned Development) zone be approved subject to the following conditions: 1. Conditions shall apply to the lot legally described above. c:\program files (x86)\neevia.com\docconverterpro\temp\nvdc\02970761-705e-402e-a83d-37afd7a983fc\apple valley.7924.1.interim_usesand.doc 2 2. Sand shall be covered to prevent erosion into parking lot and catch basins on City streets. 3. Appropriate best management practices shall be installed per staff direction. 4. All other conditions of the Conditional Use Permit 2013-60 shall remain in effect. 5. Volleyball sand shall be stored from October 1, 2018 to April 1, 2019. After this date all conditions of CUP 2013-60 shall apply. 6. The Natural Resource Coordinator, or their designee shall inspect the storage to ensure sand is adequately prevented from entering catch basins. ADOPTED this 11th day of October, 2018. _________________________________ Mary Hamann-Roland, Mayor ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk c:\program files (x86)\neevia.com\docconverterpro\temp\nvdc\02970761-705e-402e-a83d-37afd7a983fc\apple valley.7924.1.interim_usesand.doc 3 CERTIFICATE I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on _________ __, 2017, the original of which is in my possession, dated this _____day of ______________________, 2017. ____________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2018 - ___ A RESOLUTION APPROVING AN INTERIM USE PERMIT ALLOWING A TEMPORARY SIGN FOR ONE YEAR TO COVER THE EXISTING EXTERIOR SIGN FOR BOGARTS ENTERTAINMENT CENTER LOCATED AT 14917 GARRETT AVE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357, the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to Minnesota Statutes 462.3597, the City of Apple Valley has adopted within its zoning regulations the authority to grant interim use permits; and WHEREAS, pursuant to the City’s zoning regulations, an “interim use” is a temporary use of property until a particular date, until the occurrence of a particular event, or until zoning regulations no longer permit it; and WHEREAS, approval of an Interim Use Permit for a temporary sign covering the existing sign by Alan Coth, Owner of Bogarts Entertainment Center located at 14917 Garrett Ave; and WHEREAS, the property is legally described as: That part of Lot 2, Block 7, Apple Valley Commercial Addition, lying South of a line beginning at a point on the West line of said Lot 2 distant 530 feet North from the Southwest corner of said Lot 2; thence Easterly and at right angles to said West line a distance of 406.25 feet, more or less, to the East line of said Lot 2 and there terminating; and WHEREAS, review of the Interim Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on September 19, 2018; and WHEREAS, the Apple Valley Planning Commission recommended approval of the Interim Use Permit request subject to certain conditions on September 19, 2018. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that an Interim Use Permit for a temporary sign covering the existing sign for property within a “PD-290” (Planned Development) zone be approved subject to the following conditions: 1. Conditions shall apply to the lot legally described above. c:\program files (x86)\neevia.com\docconverterpro\temp\nvdc\74b816d3-61e3-47b5-92af-cd26d724eb98\apple valley.7925.1.interim_usesign.doc 2 2. The temporary sign shall be permitted for one year from the date of approval and shall be removed prior to this date. 3. The sign shall be securely affixed to the structure and shall wholly cover the existing sign. 4. Should the temporary sign become damaged beyond readability it shall be replaced or removed. ADOPTED this 11th day of October, 2018. _________________________________ Mary Hamann-Roland, Mayor ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on _________ __, 2017, the original of which is in my possession, dated this _____day of ______________________, 2017. ____________________________________ Pamela J. Gackstetter, City Clerk Bogarts Entertainment Center µ LOCATION MAP ^ 150TH ST WGARRETT AVE147TH ST W GLAZIER AVE 150TH ST W Apple Place Existing Sign Photos Where Bogarts Entertainment Center Temporary Sign Will Be Located I T E M: 4.I . C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A dopt Resolution A pproving S urrey Trail Addition Final P lat (129 and 135 S urrey Trail S outh) S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: Gene and Shelby Splinter and Dan Moulin P roject Number: P C18-20-S V G F Applicant Date: 6/27/2018 60 Days: 8/25/2018 120 Days: 10/24/2018 AC T I O N RE Q UE S T E D: Adopt resolution approving final plat of Surrey Trail Addition (129 and 135 Surrey Trail South). S UM M ARY: At its meeting of September 13, 2018, the C ity C ouncil adopted Resolution No. 2018-132 which approved the final plat and waiver of subdivision agreement of SPLIN T ER A D D IT IO N, a replat of 129 Surrey Trail So. and 135 Surrey Trail South. After receiving the final plat approval, the property owners, Gene and Shelby Splinter and Dan Moulin, stated that they wish to change the name of the final plat from "Splinter Addition" to "SURREY T RA IL A D D IT IO N." No other changes are made to the plat and all of the previous conditions of approval would remain in effect. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A AT TAC HM E NT S : Resolution F inal Plat Resolution L ocation Map CITY OF APPLE VALLEY RESOLUTION NO. 2018 - ___ FINAL PLAT SURREY TRAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS, the Apple Valley City Council approved the final plat of SPLINTER ADDITION and waiver of subdivision via Resolution No. 2018-132 at its meeting of September 13, 2018; and WHEREAS, the property owners wish to change of the name of the plat from “SPLINTER ADDITION” to “SURREY TRAIL ADDITION,” making no other changes to the plat and keeping all of the conditions and requirements previously set forth. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the final plat for the following described plat of land is hereby approved and the Mayor and City Clerk are authorized to sign the same, to wit: SURREY TRAIL ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said plat shall be filed with the Dakota County Recorder within sixty (60) days of the certified release from the City offices or such approval shall be null and void. ADOPTED this 11th day of October, 2018. __________________________________ Mary Hamann-Roland, Mayor ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE 2 As Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council and the final plat described therein is hereby released for recording with the Dakota County Recorder this _____ day of __________________, ______. ____________________________________ Pamela J. Gackstetter, City Clerk SITE CEDAR AVECIMARRON RD PENNOCK AVEPALOMINO DR RAMPSUR R E Y T R LSCEDAR AVE NB RAMPSURREY TRL N GERMANETRLG R ANDV I E W TER CIMARRON CT GREYLOCK C TCHAPARRALCTSURREYTRLS CEDAR AVECEDARAVENBRAMPDakota County GIS SURREY TRAIL ADDITION(FORMERLYSPLINTER ADDITION) µLOCATION MAP ^ I T E M: 4.J . C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A dopt Resolution A pproving P lans and Specifications for P roject 2018-156, A pple Valley Sports I ce A rena 2019 I ce S ystem Replacement, and Authorizing Advertising for Receipt of Bids at 2:00 p.m. on November 8, 2018 S taff Contact: B arry B ernstein, Director of P arks and Recreation Department / Division: Parks and Recreation Department AC T I O N RE Q UE S T E D: Adopt resolution approving plans and specifications for Project 2018-156, Apple Valley Sports Ice Arena 2019 Ice System Replacement, and authorizing advertising for receipt of bids at 2:00 p.m. on T hursday, November 8, 2018. S UM M ARY: Staff is seeking authorization to go out for bids for replacement of the Apple Valley Sports Arena Ice System. B AC K G RO UND: Stevens Engineering, Inc., has been contracted to design and oversee the refrigeration replacement project at the Sports Arena. On site work could begin as early as March and should be completed in time for the 2019 fall ice season that starts in October. School District 196 has agreed to C ity staff managing and overseeing the agreements and construction on this project. T he C ity and School District are each responsible for one half of the project costs. B UD G E T I M PAC T: Funding has been earmarked within the 2019 Sports Arena Budget for this project. AT TAC HM E NT S : Plan S et Resolution Advertisement for Bid NOT F O R CON S T R U C TI O N NOT F O R CON S T R U C TI O N NOT F O R CON S T R U C TI O N GENERAL STRUCTURAL NOTESBUILDING CODE2015 MINNESOTA STATE BUILDING CODE, 2012 IBCSTRENGTH OF MATERIALS·CONCRETEFOOTINGSF'c = 3000 PSI @ 28 DAYSSLAB ON GRADEF'c = 3500 PSI @ 28 DAYS·REINFORCING STEELASTM A615, GRADE 60·STRUCTURAL STEELTUBES (HSS)ASTM A500 GRADE B (Fy = 46 ksi)WIDE FLANGESASTM A992 (Fy = 50 ksi)ALL OTHERASTM A36 (Fy = 36 ksi)·MASONRYWALLS AND PIERSF'm = 2000 PSICONCRETE MASONRY UNITSF'c = 2000 PSI.CONCRETE GROUTF'c = 2000 PSI @ 28 DAYSMORTARABOVE GRADETYPE “S”BELOW GRADETYPE “M”DESIGN LIVE LOADS·WIND3 SECOND GUST 90 MPH (ASD)·ROOF35 PSF + DRIFT·MECHANICAL ROOM150 PSFSTRUCTURAL STEEL·CODE FOR STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION,A.I.S.C. LATEST EDITION.·STEEL ERECTOR SHALL PROVIDE THE NECESSARY BRACING DURINGERECTION UNTIL ALL STEEL IS PLUMBED AND SECURED.REINFORCED MASONRY·CODE FOR MASONRY DESIGN AND CONSTRUCTION -TMS402/ACI530/ASCE5 (LATEST EDITION).·CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR.·SUPPLY VERTICAL REINFORCING IN 4'-0" PLUS 48 DIA. LENGTHS FORLAP.·WALL CONSTRUCTION FOR REINFORCING BARS, WHERE REQUIRED,SHALL BE 4'-0" LIFTS. HIGH LIFT GROUTING MAY BE ACCEPTABLE.NOTIFY STRUCTURAL ENGINEER PRIOR TO MASONRY CONSTRUCTIONWHERE HIGH LIFT GROUTING TECHNIQUES ARE REQUESTED.·ALL MASONRY WALLS SHALL BE REINFORCED AS DETAILED ONDRAWINGS WITH NOT LESS THAN 1 VERTICAL REINFORCING BAR ATEACH SIDE OF OPENINGS, CORNERS, ENDS OF WALL PANELS AND EACHSIDE OF CONTROL JOINTS. MATCH REIFORCING BAR SIZE WITH TYPICALREINFORCING, U.N.O.·SEE PLANS FOR VERTICAL MASONRY WALL REINFORCING.·ALL CELLS AND SPACES CONTAINING REINFORCING BARS SHALL BEFILLED WITH GROUT. GROUT SHALL BE PLACED SO THAT ALL SPACESTO BE GROUTED DO NOT CONTAIN VOIDS.·ALL MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCINGCONSISTING OF GALVANIZED STANDARD WEIGHT 9 GA. "DUR-O-WAL" OREQUAL. ALL REINFORCING SHALL BE LOCATED EVERY 2nd COURSE.GENERAL NOTES·VERIFY ALL ARCHITECTURAL, MECHANICAL AND ELECTRICAL OPENINGSFOR SIZE, LOCATION AND NUMBER IN THE STRUCTURE WITHACCOMPANYING PLANS.·THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURINGERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURALMEMBERS ARE DESIGNED FOR "IN-PLACE" LOADS.·THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE MEANSAND METHODS OF CONSTRUCTION, NOR FOR THE SAFETY ON THEJOBSITE, AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BEAND TO REMAIN SOLELY THOSE OF THE GENERAL CONTRACTOR.INSPECTIONS·CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL WHEN WORK ISREADY FOR REQUIRED INSPECTIONS BY THE BUILDING OFFICIAL INACCORDANCE WITH 2012 IBC SECTION 1704.·SPECIAL INSPECTIONS SHALL BE MADE BY A QUALIFIED TESTINGLABORATORY IN ACCORDANCE WITH THE PROJECT SPECIFICATION AND2012 IBC SECTION 1704 AS FOLLOWS:STRUCTURAL STEELVISUAL WELD INSPECTIONS.EXIST. ROOF JOIST3/16C6x8.2 CONT.(EXTEND 3" PASTJOIST CENTERLINEAT EA. END, TYP.)CURB AND CONNECTIONBY RTU SUPPLIER.AT EACHSUPPORTSEE DETAIL 2/S201FOR JOIST REINF.NEW ROOF TOP UNITEXIST. DECK BETWEEN JOISTS.REMOVE AS REQUIRED FORDUCT PLACEMENT.2"LOAD GREATER THAN 125# TYP.LOADJOIST EXIST. STEEL LOADLOADFIELD WELD TO JST.LOAD TO JST. PANEL POINT.ADD'L. L2 x 2 x 3/16 EACH SIDE FROM3/16TYP.NOTE: ADD ANGLE TO JOIST IF CENTERLINEOF LOAD IS OVER 6" FROM PANEL POINTCENTERLINE. ANGLES TO BE PROVIDEDAND INSTALLED BY GENERAL CONTRACTOR.3/16TYP.EXISTING. JOISTL2 1/2 x 2 1/2 x 5/16FIELD WELD TO VERT.LEG OF JOIST TOPCHORD AT EACH END.OMIT L WHEN DIM "A"IS LESS THAN 6".L2 1/2" x 2 1/2" x 5/16"FRAME.ROOF OPENING - VERIFYSIZE, LOCATION AND No.w/ MECH.DIM "A"NOTE: IF OPENING IS ADJACENT TOEXISTING BEAM, BEAR L 2 1/2"x2 1/2"x5/16"ON STEEL BEAM AND WELD TO BEAM.NOTE: AT OPENING IN (E) ROOF DECK, PROVIDE 14GA. PLATE FOROPENINGS GREATER THAN 6"x6" UP TO 12"x12" MAX. PLATE SHALL BELARGER THAN OPENING BY 6" (MIN.) EACH SIDE. ATTACH TO ROOF DECKWITH #10 TEK SCREWS @ 3"o.c. NO REINF. REQ'D FOR HOLES LESS THAN6'. SEE ANGLE FRAME BELOW FOR ALL OPENINGS GREATER THAN 12".NOTE: ALL EXTERIOR STEELSHALL BE GALVANIZED. FIELDTOUCH UP WELDEDCONNECTIONS.4'-6"(E) W16x26(E) W16x263'-712"SEE PLAN(E) 1 12" - 20 GA. DECK(E) W12x16.5 EA. END,SEE PLAN(6) 34"Ø A307 GALV.BOLTS. LOCATEBOLTS 5'-7 78" o.c.,(3) PER BEAM. SEENOTE ABOVE.NEW CONDENSER,SEE REFRIGERATIONDRAWINGSNEW W8,SEE PLAN112"112"43/16TYP.514"NOTE: FIELD VERIFY ALL BOLTLOCATIONS AND NEW BEAMLOCATIONS w/ REFRIGERATIONCONTRACTOR.(SEE NOTE ABOVE)2"1/42"TYP(E) BEAM OR JOIST, SEE PLAN.NOTE: WHERE BRACING ATSTEEL JOISTS, LOCATEBRACING WITHIN 12" OFBOTTOM CHORD BRIDGINGOR ADD L2x2x14 DIAGONALBRACING TO NEXT JOIST TOPCHORD, ONE SIDE.NON-BEARING CMU WALL,SEE ARCH FOR LOCATIONS.SEE PLANMETAL DECK SEE PLAN.INFILL BLOCK AS REQUIRED.L2 12 x 2 12 x 14@ 8'-0" o.c., MAX.L4 x 3 x 14 x 0'-6" LLVEACH SIDE OF WALL.MAX 1 1/2" MAXSEEARCH.BOND BEAMw/ 1-#5 CONT.NOT USEDTHICKENED SLAB BELOWNEW WALL.2S1005S201LOCATE DUCT OPENINGDIRECTLY BELOW BONDBEAM, SEE MECH FOR SIZE& LOCATION.LOCATE DUCT OPENINGSDIRECTLY BELOW BONDBEAM & OVER DOOR, SEEMECH FOR SIZE.8" HIGH BOND BEAMw/ 1-#5 OVER DOOR.1-#5 VERT. EACH SIDE OFOPENINGS, CORNERS &ENDS OF WALL.(E) CMU/BRICKEXTERIOR WALL.REMOVE (E) SLAB UP TO FULLDEPTH OF (E) THICKENED SLAB@ NEW WALL. DRILL & SLEDGE2-#5 x 2'-0" DOWELS 8" INTO (E)THICKENED SLAB.TOP OF WALLBRACING(E) CMU FDN. WALL.(E) FOOTING.(E) STEEL BEAM.(E) STEEL BARJOIST.(E) METALROOF DECKBOND BEAMw/ 1-#5 CONT.(E) THICKENED SLAB.(E) CMU WALL.(E) STEEL BEAM.NEW CMU WALL.GENERALSTRUCTURAL NOTES& STRUCTURAL DETAILS S2011S201DETAILNO SCALE2S201DETAILNO SCALE3S201DETAILNO SCALE4S201DETAILNO SCALE5S201DETAILNO SCALE2211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/20/2017 2:00:32 PM J:\2017\17090\08-CAD\17090S201.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate19250JOSEPH M. PIERCEJMPNMA14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENT6S201DETAILNO SCALE7S201NEW WALL ELEVATIONNO SCALENOT FORCONSTRUCTION UPEXIST.TRANSFORM.UTIL.102VEST.103REFRIG.104ELEC.105HALL101LOCKER/TEAM ROOMSECICERESURFACERECICERINKECOFFICEAREAECFE32313029282726252423222120AA2AA2Z.2Y.2X.2W.2V.2U.2Z.2Y.2X.2W.2V.2U.232313029282726252423222120MENSROOMECWOMENSROOMECEEEEEEEEEEELOBBYECEXIST.TRANSFORM.EEEEEEEEELECTRICAL ROOM32313029282726252423222120AA2AA2Z.2Y.2X.2W.2V.2U.2Z.2Y.2X.2W.2V.2U.232313029282726252423222120ROOF BELOWROOF BELOWROOF BELOWROOF BELOWCONDENSORECBOILERECSTORAGEECDrawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDDAMTJB292: 17081.009/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENT3533 LAKE STREET MINNEAPOLIS,MINNESOTA 55406 612 767 3773Date:Reg. No:I hereby certify this plan, specification or reportwas prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the state ofMinnesota09.24.201844897Thomas J. BettiCODE PLAN ANDPROJECT INFORMATIONA001AERIAL IMAGE1/16" = 1'-0"LOCATION PLAN - 1ST FLOOR1A001CODE DATASUMMARY OF WORKPROJECT CONSISTS OF REPLACEMENT OF THE EXISTING ICE RINKREFRIGERATION SYSTEM. THE NEW REFRIGERATION SYSTEM REQUIRES ITTO BE LOCATED IN A DEDICATED ROOM FROM THE REST OF THE FACILITY.IN ORDER TO ACCOMMODATE THIS UPGRADE, EXISTING MECHANICALEQUIPMENT CURRENTLY IN THE REFRIGERATION ROOM IS BEINGRELOCATED TO AN UPPER LEVEL. ALSO, THE BUILDINGS MAIN ELECTRICALSWITCH GEAR IS BEING SEPARATED FROM THE REFRIGERATION ROOM.APPLICABLE CODESBUILDING:2015 MINNESOTA STATE BUILDING CODE (MSBC), THE 2015 MSBCINCLUDES THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITHMINNESOTA AMENDMENTSFIRE PREVENTION:2015 MINNESOTA STATE FIRE CODE (MFSC). THE 2015 MSFC INCLUDESTHE 2012 INTERNATIONAL FIRE CODE (IBC) WITH MINNESOTAAMENDMENTSACCESSIBILITY:2015 MINNESOTA ACCESSIBILITY CODE (MAC)ENERGY:2015 MINNESOTA ENERGY CODEELECTRICAL:2017 NATIONAL ELECTRICAL CODE (NFPA70)MECHANICAL:2015 MINNESOTA MECHANICAL AND FUEL GAS CODEPLUMBING:2015 PLUMBING CODEOTHER:NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)STANDARDS, AS REFERENCED BY THE MSBC AND MSFCUSE AND OCCUPANCY CLASSIFICATION (MSBC - CHAPTER 3)CLASSIFICATION:A4 (ICE ARENAS)ACCESSORY USES:OFFICES, TEAM ROOMS, MEETING ROOM, TRAININGROOMS, ETCEXISTING OCCUPANCY GROUPS, OCCUPANT LOADS, EGRESS PATHS ANDRESTROOM FIXTURE COUNTS WILL NOT BE AFFECTED BY THE WORK.1/16" = 1'-0"LOCATION PLAN - 2ND FLOOR2A001AREA OFWORKAREA OFWORKNOT FORCONSTRUCTION Z.2Y.2X.2ROOF BELOWCONDENSORECEXISTING ROOF ACCESSDOOR, NO WORKEXISTING MECH. SUPPORTSTRUCTURE TO REMAINS,SEE STRUCTURAL FORADDITIONAL INFORMATIONEXISTING MECH. SUPPORTSTRUCTURE TO REMAINS,SEE STRUCTURAL FORADDITIONAL INFORMATIONUPEXIST.TRANSFORM.UTIL.102HALL101REFRIGERATIONROOM103Z.2Y.2X.2EXIST.TRANSFORM.EEEEELECTRICAL ROOM13'-4"6'-4"+/- 14'-10" VERIFY WITH NEWSIDEWALK REQUIRED5'-11"4'-0"1'-4"6'-9"8'-158"EXISTING CONCRETESIDEWALK, NO WORK6'-158"8'-1"1'-8"32'-11"31'-10"32313231Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDDAMTJB292: 17081.009/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENT3533 LAKE STREET MINNEAPOLIS,MINNESOTA 55406 612 767 3773Date:Reg. No:I hereby certify this plan, specification or reportwas prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the state ofMinnesota09.24.201844897Thomas J. BettiDEMOLITIONPLANA10011/4"=1'-0"1ST FLOOR DEMOLITION PLAN21/4"=1'-0"2ND FLOOR DEMOLITION PLAND1REMOVE EXISTING WALL AS REQUIRED FOR NEW OPENING, SHOREWALL AS REQUIRED, SALVAGE REMOVED BRICK FOR REINSTALLATIOND2EXISTING HOUSEKEEPING PAD TO BE REMOVED, SEE MEP DRAWINGSFOR ANY EQUIPMENT AND COORDIANTIOND3HATCHED AREA INDICATES APPROXIMATE LOCATION OF FLOORINGAND SUBGRADE TO BE REMOVED FOR NEW REFRIGERATION PIPINGINSTALLATION. SEE DIV. 13 DRAWINGS FOR ADDITIONAL INFORMATIONAND COORDINATIOND4HATCHED AREA INDICATES FLOORING AREA TO BE REMOVED FORNEW MASONRY WALL CONSTRUCTIOND5REMOVE EXISTING FENCING AS REQUIRED TO PROVIDE NEWCONCRETE WALK TO BE INSTALLED. SEE REMODEL PLAN FORLOCATION OF NEW WALKD6EXISTING RAISED FLOOR AREA TO REMAIN, PROTECT AS REQUIREDDURING CONSTRUCTION. SEE MEP PLANS FOR ANY WORK IN THISAREAD7REMOVE EXISTING CEILING AND SUPPORT STRUCTURE TO EXTENTOF NEW WALL CONSTRUCTION. COORDINATE REMOVAL ANDSUPPORT WITH ANY SERVICES REMAININGD8EXISTING ROOFTOP MECHANICAL UNIT TO BE REMOVED. SEE DIV. 13ICE DRAWINGS FOR ADDITIONAL INFORMATIOND9EXISTING ROOF STRUCTURE BELOW, COORDINATE LOCATIONS OFNEW SERVICE PENETRATIONS WITH MECHANICAL DRAWINGSD10EXISTING SHIPS LADDER TO MECHANICAL ROOM ABOVE, PROTECT ASREQUIRED DURING CONSTRUCTIOND11EXISTING MECHANICAL EQUIPMENT LOCATIONS, SEE MEP PLANS FORANY WORK IN THIS AREA, PROTECT AS REQUIRED DURINGCONSTRUCTIOND12EXISTING ICE REFRIGERATION EQUIPMENT TO BE REMOVED BY DIV.13 CONTRACTOR, SEE DIV. 13 DRAWINGS FOR ADDITIONALINFORMATION AND COORDINATIOND13HATCHED AREA INDICATES APPROXIMATE AREA OF LANDSCAPING TOBE REMOVED FOR NEW SIDEWALK. COORDINATE AND REVISE ROUTEAS NEEDED FOR SITE CONDITIONS, VERIFY ROUTE WITH OWNERKEYNOTESNOT FORCONSTRUCTION Z.2Y.2X.2ROOF BELOWCONDENSOREC7'-7"41'-1"UPEXIST.TRANSFORM.UTIL.102VEST.103REFRIG.104ELEC.105105AHALL101104B104A102101105BFE Z.2Y.2X.2EXIST.TRANSFORM.EEEEELECTRICAL ROOM3'-4"1'-4"4'-1114"6'-4"6'-10"1'-0"3'-4"EXISTING CONCRETESIDEWALK, NO WORK5'-0"2'-10"4'-0"25'-11" VERIFY WITH SITE CONDITIONS +/- 31'-10"7'-0"CJCJ CJCJCJCJCJCJCJCJCJCJCJCJ5'-0"2'-238"1A5001A50032313231Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDDAMTJB292: 17081.009/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENT3533 LAKE STREET MINNEAPOLIS,MINNESOTA 55406 612 767 3773Date:Reg. No:I hereby certify this plan, specification or reportwas prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the state ofMinnesota09.24.201844897Thomas J. BettiREMODELPLANA20011/4"=1'-0"1ST FLOOR REMODEL PLAN21/4"=1'-0"2ND FLOOR REMODEL PLANF1NEW 8" CMU WALL, 1-HR RATED WITH THICKENED SLAB SUPPORT.SEAL AT HEAD OF WALL WITH MINERAL WOOL AND HILTI SEALANT ASREQUIRED FOR RATING, SEAL ANY PENETRATIONS WITH HILTISEALANT AS REQUIRED TO MEET RATING. REFER TO 1/A500 FOR HEADOF WALL DETAILF2NEW CONCRETE HOUSEKEEPING PAD BY DIV. 13 CONTRACTOR,ANCHOR TO FLOOR SLAB AS REQUIRED, SEE DIV. 13 REFRIGERATIONDRAWINGS FOR ADDITIONAL INFORMATION ON THICKNESS ANDDETAILS, COORDINATE SLAB DIMENSIONS AND LOCATIONS WITHEQUIPMENT TO BE PROVIDEDF3NEW 8" CMU WALL, 1-HR RATED WITH THICKENED SLAB SUPPORT.SEAL GAP AT HEAD OF WALL WITH MINERAL WOOL AND HILTISEALANT AS REQUIRED FOR RATING. SEE STRUCTURAL FORADDITIONAL INFORMATION ON TOP OF WALL BRACING. SEAL ANYPENETRATIONS WITH HILTI SEALANT AS REQUIRED TO MEET RATING.REFER TO 1/A500 FOR HEAD OF WALL DETAILF4NEW CONCRETE STOOP AT DOOR, SEE STRUCTURAL FORADDITIONAL INFORMATION ON FOUNDATION WALL, PROVIDEEXPANSION MATERIAL AT EXTERIOR WALLF5NEW 4" CONCRETE WALK OVER COMPACTED SAND BASE, MAX. SLOPE1:12 AND MAX CROSS-SLOPE 1:20. SEE PLAN FOR APPROXIMATELOCATION AND MODIFY AS REQUIRED BY SITE CONDITIONS. REPAIRLANDSCAPING AS REQUIRED TO RETURN AREA TO EXISTINGCONDITIONS. PROVIDE CONTROL JOINTS AT 5'-0" INTERVALS AND TIETO EXISTING SIDEWALK AND NEW STOOP AS REQUIRED. PROVIDELIGHT BROOM FINISHF6NEW FENCE TO MATCH EXISTING FENCE HEIGHT, STYLE, COLOR ANDCONSTRUCTION. SALVAGE EXISTING FENCE AND REUSE TO EXTENTPOSSIBLEF7EXISTING ROOF STRUCTURE TO REMAIN AND BE MODIFIED ASREQUIRED FOR INCREASED EQUIPMENT LOAD, SEE REFRIGERATIONAND MECHANICAL PRICING SET DRAWINGS FOR ADDITIONALINFORMATION. FLASH ANY ROOF PENETRATIONS IN A MANNER TOMAINTAIN ROOF WARRANTYF8NEW DOOR OPENING IN EXISTING WALL, PROVIDE STEEL LINTEL ASREQUIRED FOR OPENING WIDTH, MATCH ADJACENT EXISTINGCONSTRUCTION AND MAKE ENCLOSURE WEATHERTIGHT. PROVIDEEXIT LIGHT AT DOOR, COORDINATE LOCATION WITH FIELDCONDITIONSF9NEW RTU MECHANICAL UNIT FOR ICE REFRIGERATION EQUIPMENT,SEE DIV. 13 FOR ADDITIONAL INFORMATION AND DETAILSF10EXISTING MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT ANDPIPING, PROTECT AS REQUIRED DURING CONSTRUCTION, SEE MEPPLANS FOR ANY WORK IN THIS AREAF11NOT USED THIS PLANF12AT AREA OF REMOVED CEILING, CLEAN AND PAINT EXISTING ROOFSTRUCTURE AND DECKING, PREP AS REQUIREDF13MODIFY EXISTING DOOR HARDWARE AS REQUIRED TO MEET GROUP 2HARDWARE AS LISTED ON A500F14PROVIDE NEW PAINTED FINISH ON ALL WALLS AND CEILING (EXPOSEDAND EXISTING TO REMAIN) THROUGH REFRIGERATION ROOM. CLEANNEW SERVICES (DUCTS, CONDUIT, ETC) AS REQUIRED TO RECEIVENEW PAINTED FINISHF15NEW EYEWASH/SHOWER COMBINATION, SEE MECHANICAL DRAWINGSFOR ADDITIONAL INFORMATIONKEYNOTESEXISTING WALLS TO REMAINNEW 8" CMU WALL CONSTRUCTION, INFILL OR TOSTRUCTURE ABOVE, BRACE AT STRUCTURE ASREQUIREDWALL LEGENDEXISTING WALLS, COMPONENTS, ETC. TO BEREMOVEDNOT FORCONSTRUCTION UPUPREFRIGERATIONROOMLOBBYZAMBONIROOM124'-0"215'-0"11Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTLOW EMISSIVITYCEILING PLANA300005'20'10'SCALE: 3/32" = 1'-0"LOW EMISSIVITY CEILING SECTIONSCALE: N.T.S.AA100LOW EMISSIVITY CEILING INSTALLATION DETAILSCALE: N.T.S.BA100STEEL ROOF JOIST. TYP.KEY NOTES:XGENERAL NOTES:1.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONSPRIOR TO MANUFACTURING.2.FIELD LOCATE ALL OBSTRUCTIONS PRIOR TO SUBMITTING BID.1.NEW LOW-E CEILING MOUNT BELOW STEEL GIRTS. PROVIDEPENETRATIONS IN LOW-E BARRIER TO ACCOMMODATELIGHT FIXTURES AND ALL OTHER PENETRATIONS. TAPE ALLJOINTS AT SEAMS AND PENETRATIONS. PROVIDE ALLINCIDENTALS (SEAM TAPE, ANCHORS, ETC.) AND MOUNTINGSYSTEMS REQUIRED FOR MANUFACTURERS APPROVEDINSTALLATION. SEE DETAIL A/A100 & B/A100.NOT FORCONSTRUCTION HOLLOW METALFRAMESEESCHEDDOOR FRAMES & TYPESSEE SCHED 2"2"2"ASEE SCHED HOLLOW METALDOORSEESCHEDSEE SCHED HOLLOW METALDOORSEESCHED2'-0"6"4"BMINERAL WOOL PACKED INTO HEADOF WALL AT ROOF DECKFIRE-PROOFING SPRAY (HILTI OR EQUAL)ON BOTH SIDES AS REQUIRED TO MEET1-HR FIRE RATINGEXISTING ROOF JOISTSNON-BEARING CMU WALL, SEE PLAN FORLOCATION, SEE STRUCTURAL FORADDITIONAL INFORMATIONEXISTING ROOF STRUCTUREFIRE-PROOFING SPRAY (HILTI OR EQUAL)AT ALL PENETRATIONS AS REQUIREDDrawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDDAMTJB292: 17081.009/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENT3533 LAKE STREET MINNEAPOLIS,MINNESOTA 55406 612 767 3773Date:Reg. No:I hereby certify this plan, specification or reportwas prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the state ofMinnesota09.24.201844897Thomas J. BettiHARDWARE SPECSAND SCHEDULEA500DOOR SCHEDULEHDWE.GROUPFIRERATINGFINISHMATERIALFRAMETYPEFINISHDOORTYPESIZEWIDTHHEIGHTMATERIALDOORNO.NOTESOTHERROOMNAMEGENERAL NOTES:A.ALL DOOR FRAMES TO BE FULLY WELDED FRAMES.B.ALL DOOR AND FRAMES TO BE PAINTED, PROVIDE FACTORY PRIMEDC.PROVIDE DOOR HARDWARE AS NOTED ON HARDWARE SCHEDULE AND AS INDICATED IN PROJECT SPECIFICATIONS. VERIFY HARDWARE OPERATION,KEYING, AND SPECIAL ACCESS REQUIREMENTS WITH OWNER. PROVIDE ALL REQUIRED CYLINDERS AND CORES.KEYNOTES:1.EXISTING DOOR ASSEMBLY, REPAINT DOOR AND FRAME2.NEW 45MIN RATED DOOR SLAB WITH 4"X24" VISION LITE IN DOOR, GLAZING TO MEET D-H-45 RATING REQUIREMENTS3.NEW PAIR OF DOORS WITH REMOVABLE MULLION4.NEW DOOR ASSEMBLY, MODIFY AS REQUIRED FOR NEW HARDWARE, SEE HARDWARE SET FOR NEW HARDWARE, INSULATE DOOR AS REQUIRED5.EXISTING DOOR AND FRAME, MODIFY AS REQUIRED TO PROVIDE HARDWARE GROUP 2104AVESTIBULE3'-0"7'-2"BHMPAINTAHMPAINT245MIN2101HALLEXEXEX2-5102UTILITYEXEXEX--1104BREFRIGERATION3'-0" (PR)7'-2"AHMPAINTAHMPAINT4-3105AELECTRICAL3'-0"7'-2"BHMPAINTAHMPAINT245MIN2105BELECTRICALEXEXAHMPAINTAHMPAINT345MIN411-1/2"=1'-0"HEAD OF WALL DETAIL (TYP. ALL WALLS TO DECK)NOT FORCONSTRUCTION PLUMBING & MECHANICAL GENERAL NOTESA.CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE MECHANICAL ANDPLUMBING DRAWINGS AND SPECIFICATIONS. NEITHER THE DRAWINGS NOR THESPECIFICATIONS SHALL BE COMPLETE WITHOUT THE OTHER.B.THE DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL SCALE OF THEDRAWING, AND COMPLEXITY OF INSTALLATION, THEY DO NOT SHOW EVERY OFFSET,BEND OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACEPROVIDED. ALL PLUMBING, DUCTWORK, AND PIPING SHALL BE CHECKED ANDCOORDINATED WITH THE DRAWINGS AND EXISTING CONDITIONS. VERIFYINSTALLATION REQUIREMENTS AT PRE-BID SITE INSPECTION. CONTRACTOR SHALL BERESPONSIBLE FOR ALL EXISTING CONDITIONS AND OBSTACLES. CONTRACTOR SHALLFIELD VERIFY LOCATIONS OF ALL EXISTING PIPING, CONDITIONS, TIE-INS ETC.C.PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN,SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE WORK OF THISCONTRACT WITH WORK OF OTHER CONTRACTORS AND PROVIDE COMPLETE ANDFULLY FUNCTIONAL INSTALLATION. REMOVE ALL DEBRIS CAUSED BY THISCONTRACTOR'S WORK.D. ALL MATERIALS, EQUIPMENT AND METHOD OF INSTALLATION SHALL BE INACCORDANCE WITH THE STANDARDS, REGULATIONS, CODES, ORDINANCES, ANDLAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIESTHAT HAVE LAWFUL JURISDICTION.E.THE DOCUMENTS AND SPECIFICATIONS SHALL GOVERN WHERE THEY EXCEED CODEREQUIREMENTS.F.BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTINGCONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK OF THIS SECTION. NOEXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BYUNFAMILIARITY OF THE SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUEDBY AN EXPERIENCED OBSERVER.G.CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS AT THE COMPLETION OF THEPROJECT. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT, MAINTAINCOMPLETE SET OF PRINTS OF CONTRACT DRAWINGS AT JOB SITE AT ALL TIMES.RECORD WORK COMPLETED AND ALL CHANGES FROM ORIGINAL CONTRACTDRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS AMODIFICATION OR ADDITION TO THE ORIGINAL DESIGN. TURN OVER TO OWNER ATCONCLUSION OF CONSTRUCTION. "AS BUILT" DRAWINGS IN ACCORDANCE WITHCONTRACT GENERAL REQUIREMENTS AND PROJECT RECORD DOCUMENTS.H.ALL ROOF PENETRATIONS, PATCHING AND FLASHING SHALL BE BY THE ROOFINGCONTRACTOR. MECHANICAL CONTRACTOR SHALL CONTACT AND COORDINATE WITHTHE ROOFING CONTRACTOR.I.ADDRESS QUESTIONS REGARDING DRAWINGS TO ENGINEER IN WRITING BEFOREAWARD OF CONTRACT. OTHERWISE, ENGINEER'S INTERPRETATION OF MEANING ANDINTENT OF DRAWINGS SHALL BE FINAL.J.EACH CONTRACTOR SHALL GIVE NOTICES, FILE PLANS, OBTAIN PERMITS ANDLICENSES, PAY FEES AND BACK CHARGES AND OBTAIN NECESSARY APPROVALSFROM AUTHORITIES THAT HAVE JURISDICTION FOR ITS WORK.K.GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS OFTHIS SECTION.L.WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT,RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM ATALL TIMES. DO NOT RUN PIPES AND DUCTS EXPOSED UNLESS SHOWN AND NOTED TOBE EXPOSED ON DRAWINGS. MATERIALS AND EQUIPMENT SHALL BE NEW ANDINSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS, SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELYAND EFFICIENTLY.M.INTERRUPTIONS TO EXISTING SERVICES AND SYSTEMS SHALL BE AS SHORT ASPOSSIBLE AND AT A TIME AND DURATION APPROVED BY THE OWNER. INCLUDE ALLPREMIUM TIME ASSOCIATED WITH INTERRUPTIONS. INTERRUPTIONS SHALL BESCHEDULED WITH OWNER 48 HOURS IN ADVANCE. COMPLY WITH DIVISION 1CONTINUITY OF SERVICES REQUIREMENTS.N.ALL EQUIPMENT, PIPING, WIRING AND INSULATION, ETC,. INSTALLED IN HVAC AIRPLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE ANDCOMBUSTIBILITY.O.EACH CONTRACTOR SHALL FIRE STOP ALL NEW AND EXISTING SLEEVES THROUGHCONCRETE FLOOR AND FIRE RATED WALLS OR PARTITIONS WITH UL RATEDASSEMBLIES WITH EQUAL FIRE RATING.P.EACH CONTRACTOR SHALL COORDINATE PROPER ACCESS TO EQUIPMENT THATREQUIRES INSPECTION, REPLACEMENT OR REPAIR. ACCESS PANELS TO BEFURNISHED AND INSTALLED BY GENERAL CONTRACTOR. ALL LOCATIONS SHALL BECONFIRMED AND COORDINATED WITH ENGINEER.Q.DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS, ABOVE FLOOR SLAB ORROOF, ALL SUPPORT SHALL COME FROM BUILDING STRUCTURE.R.PRODUCTS SUBMITTED AND APPROVED FOR USE THAT NECESSITATE CHANGES TOTHE WORK OF OTHER TRADES OF THE CONTRACT SHALL BE PROVIDED BY,COORDINATED, AND ARRANGED BY THE CONTRACTOR WITHOUT ADDITIONAL COST TOTHE OWNER OR ENGINEER.S.CONTRACTOR SHALL COORDINATE ITS RESPECTIVE CEILING MOUNTED EQUIPMENTWITH OTHER CONTRACTORS PRIOR TO INSTALLATION TO AVOID CONFLICTS.T.EACH CONTRACTOR IS RESPONSIBLE FOR ITS CUTTING AND PATCHING REQUIREDFOR THE INSTALLATION OF ITS NEW WORK. CUTTING AND PATCHING SHALL BECOMPLETED IN A NEAT AND WORKMANLIKE MANNER. PATCHING MATERIALS SHALLMATCH EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE. PROVIDETOUCH-UP TO MATCH EXISTING SURROUNDING AREAS OF CUTTING AND PATCHINGWORK.U.PRIOR TO ACCEPTANCE OF THE FACILITY EACH RESPECTIVE CONTRACTOR SHALLASSURE THAT ALL SYSTEMS SHALL BE TESTED, BALANCED AND ARE OPERATED INACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, AND AS ADEMONSTRATION TO THE OWNER, OR THE OWNER'S REPRESENTATIVE THAT THEINSTALLATION AND PERFORMANCE OF THESE SYSTEMS AND/OR PARTS CONFORM TOTHE DESIGN INTENT.V.ENTRY AND PLACEMENT OF EQUIPMENT: MAKE ALL PROVISIONS FOR ENTRY ANDPLACEMENT OF EQUIPMENT TO THE INSTALLED LOCATIONS INDICATED AND ARRANGEFOR EQUIPMENT TO BE DELIVERED IN SECTIONS SMALL ENOUGH TO PERMIT USE OFREGULAR ENTRANCES. WHEN THIS IS NOT PRACTICAL SCHEDULE DELIVERY ANDCOORDINATE OPENINGS AND TIMES WHEN THE BUILDING HAS ADEQUATE ACCESSOPENINGS TO LOCATE EQUIPMENT WITHIN THE BUILDING.W.EXISTING CONDITIONS WHERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITSAND MAY NOT REFLECT EXACT "AS BUILT" CONDITIONS. FIELD VERIFY EXISTINGCONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK ANDDEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TOCONSTRUCTION.X.CONTROL SYSTEM DEMONSTRATION: PRIOR TO TURNOVER CONTRACTOR SHALLDEMONSTRATE THE OPERATION OF THE CONTROL SYSTEM WITH THE OWNER'SREPRESENTATIVE. INCLUDE DEMONSTRATION OF CONTROL SYSTEM INTERLOCK,COOLING, HEATING AND DEHUMIDIFICATION MODES OF OPERATION AND OUTSIDE AIRDAMPER MODULATION. OBTAIN DOCUMENTATION FROM OWNER THATDEMONSTRATION HAS BEEN COMPLETED.Y.MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. RUN PIPES EXPOSED WHERE SHOWNAND/OR NOTED ON DRAWINGS. ALL DUCTWORK SHALL BE INSTALLED AS CLOSE ASPOSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. COORDINATEELEVATIONS AND LOCATIONS WITH WORK OF OTHER CONTRACTORS.98'-6"PLUMBING GENERAL NOTESA.CONNECT DOMESTIC WATER, FIRE PROTECTION, SANITARY SEWER AND STORMSEWER SERVICES TO SITE UTILITIES PROVIDED BY SITE UTILITY CONTRACTOR 5'-0"FROM BUILDING UNLESS NOTED OTHERWISE.B. INDICATES INVERT ELEVATION FROM THE FINISHED FLOOR TOUNDERGROUND SEWER. THE FINISHED FLOOR ELEVATION IS CONSIDERED TO BE100'-0". ELEVATIONS ARE SHOWN ON THIS REFERENCE.C.VERIFY SIZE, LOCATION AND INVERT ELEVATION OF ALL SITE UTILITIES PRIOR TOBEGINNING WORK.D.REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND ELEVATIONS OF PLUMBINGFIXTURES AND TOP OF FLOOR DRAIN ELEVATIONS.E.COORDINATE ROUTING OF ALL PIPING WITH LIGHTING, MECHANICAL AND STRUCTURALMEMBERS.F.ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOOR PENETRATIONS.G.REFER TO EQUIPMENT SCHEDULE FOR INDIVIDUAL BRANCH PIPE SIZES TO FIXTURESAND ROUGH-IN REQUIREMENTS.H.PROVIDE LEAD FREE PIPING, VALVES, FITTINGS AND FIXTURES FOR DOMESTIC WATER.I.WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM.J.PITCH UNDERFLOOR SANITARY WASTE AND STORM PIPING 4" AND GREATER AT 1/8"PER FOOT, UNLESS NOTED OTHERWISE. PITCH ALL OTHER WASTE PIPING AT 1/4" PERFOOT UNLESS NOTED OTHERWISE.K.WHEN SAW-CUTTING FLOORS FOR PIPING TRENCHES, CONTRACTOR SHALL PROVIDEBACKFILL FREE FROM DISCARDED CONSTRUCTION MATERIAL, AND DEBRIS. LOOSEEARTH FREE FROM ROCKS BROKEN IN 6-INCH LAYERS AND TAMPED IN PLACE UNTILCROWN OF THE PIPE IN COVERED BY 12 INCHES OF TAMPED EARTH, OR ACCORDINGTO STATE AND LOCAL CODES.L.BELOW GRADE PLUMBING HAS BEEN COORDINATED WITH STRUCTURAL FOOTINGS TOPREVENT UNDERMINING OF THE FOOTINGS. ANY CHANGES TO UNDER FLOOR PIPELOCATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER.M.PLUMBING CONTRACTOR SHALL FLUSH OUT ALL PIPING AND DRAINAGE SYSTEM PRIORTO CONNECTION TO FIXTURES OR EQUIPMENT. REFER TO SPECIFICATION FOR PROPERPROCEDURE.N.PROVIDE ALL FLOOR DRAINS, TRENCH DRAINS AND FLOOR CLEANOUTS TO BE SET ANDPLUMBED FLUSH WITH FINISHED FLOOR ELEVATIONS INDICATED ON ARCHITECTURALPLANS. NO CRACKS, RISE OR FALLS IN FINISHED FLOOR AROUND DRAINS TOPS SHALLBE PERMITTED. CORRECTIONS TO BE AT CONTRACTOR'S EXPENSE WITH NO EXTRACOST TO OWNER.O.PROVIDE VACUUM BREAKERS AND BACK FLOW PREVENTERS WHERE REQUIRED BYCODE OR WHERE THERE MAY BE ANY POSSIBLE CHANCE FOR CROSS CONTAMINATION.P.WATER PIPING SHALL NOT BE ROUTED IN EXTERIOR WALLS OR ON EXTERIOR SIDE OFBUILDING INSULATION ENVELOPE.Q.ALL CW, HW, HWR, VALVES ETC. SHALL BE INSULATED. INSULATION SHALL BEINSTALLED BY A LICENSED INSULATION CONTRACTOR.R.PITCH VENT PIPING AT 1/8" PER FOOT TO DRAIN BACK TO WASTE PIPE.S.VALVES TO BE LINE SIZE UNLESS NOTED OTHERWISE.T.ALL PLUMBING FIXTURES SHUT-OFF AND/OR BALANCING VALVES INSTALLED IN PIPECHASES TO BE ACCESSIBLE FROM JUST ABOVE THE CEILING LINE OR ACCESS DOORSPROVIDED LOW IN CHASE WALL.U.INSTALL SHUT-OFF VALVES AT A MAXIMUM OF 1'-0" ABOVE THE FINISHED CEILING,WHERE CEILINGS ARE INSTALLED, WITH VALVE HANDLE ORIENTED DOWNWARD.PROVIDE ACCESS PANEL IF GYP CEILING. INSTALL SO SHUT OFF VALVE IS NOTDIRECTLY ABOVE EQUIPMENT OR FIXTURE FOR EASE OF ACCESS.V.ALL PLUMBING VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY FRESH AIRINTAKE OR OPERABLE WINDOW.W.PLUMBING SYSTEMS SHALL BE INSTALLED ACCORDING TO LOCAL, STATE, ANDNATIONAL CODES.HVAC GENERAL NOTESA.ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROM EXHAUST OR FLUES AND 20'-0"AWAY FROM CHEMICAL EXHAUST.B.ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOOR PENETRATIONS.REFER TO STRUCTURAL DRAWINGS FOR DIMENSIONED LOCATIONS OF FRAMEDOPENINGS FOR RTUS, PRVS, ROOF DRAINS AND OTHER FRAMED OPENINGS.C.SUPPORT EQUIPMENT, PIPING AND DUCTWORK FROM BUILDING STRUCTURE TOPROVIDE A VIBRATION FREE INSTALLATION.D.COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENTACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTERREPLACEMENT. PROVIDE PROPER ACCESS TO MATERIALS AND EQUIPMENT THATREQUIRE INSPECTION REPLACEMENT. REPAIR OR SERVICE SUCH AS COILS,DAMPERS, HEATERS, VALVES, ETC. IF PROPER ACCESS CANNOT BE PROVIDED.CONFER WITH THE ENGINEER AS TO THE METHOD OF APPROACH FOR MINIMIZINGEFFECT OF REDUCED ACCESS WHICH MAY RESULT.E.SEE SPECIFICATIONS FOR SPACING OF GAS PIPE SUPPORTS. PAINT ALL GAS PIPEFITTINGS AND EXPOSED THREADS TO PREVENT CORROSION. THOROUGHLY CLEANPIPING BEFORE PAINTING.F.DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THELATEST ISSUES OF SMACNA STANDARDS.G.KEEP ALL NEW DUCTWORK CLEAN DURING INSTALLATION, BY COVERING ENDS OFOPEN DUCT RUNS.H.ALL CONCEALED SUPPLY DUCTWORK INSULATION SHALL BE FIRE RATED INACCORDANCE w/ ASHRAE 90A, 50/20 SMOKE DEVELOPMENT & FLAME SPREADREQUIREMENTS. INSULATION SHALL NOT BE INSTALLED UNTIL AFTER ALL PIPETESTING PROCEDURES HAVE BEEN COMPLETED, AND THE BUILDING IS COMPLETELYWATER PROOF. ANY INSULATION THAT GETS WET DURING CONTRUCTION SHALL BEREPLACED WITH NEW.I.SUBSTITUTE FLAT OVAL OR RECTANGULAR DUCT WHERE CLEARANCES AND OTHERBUILDING COMPONENT RESTRICT THE USE OF ROUND DUCTWORK.J.PROVIDE NEOPRENE FLEXIBLE CONNECTION BETWEEN DUCTWORK AND ANYRECIPROCATING OR ROTATING EQUIPMENT.K.STAIR, ELEVATOR SHAFT VENTS, HVAC EQUIPMENT, AND OTHER DAMPERS INTEGRALTO THE BUILDING ENVELOPE MUST BE EQUIPPED WITH MOTORIZED DAMPERS AND1/4" MECH SCREEN.L.COORDINATE ROUTING OF ALL DUCTWORK WITH LIGHTING LAYOUT ANDSTRUCTURAL.M.DIFFUSER SIZES SHOWN ARE NECK SIZES, REGISTER AND GRILLE SIZES ARENOMINAL.N.COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLES WITHARCHITECTURAL REFLECTED CEILING PLANS AND ALL TRADES.O.BRANCH DUCTWORK TO DIFFUSERS TO BE THE SAME SIZE AS THE DIFFUSER NECKUNLESS NOTED OTHERWISE.P.EQUIPMENT AND VALVES INSTALLED IN CEILING SPACE TO BE LOCATED NO HIGHERTHEN 1'-0" ABOVE FINISHED CEILING.DEMOLITION GENERAL NOTESA.CONTRACTOR SHALL HAVE A THOROUGH KNOWLEDGE OF ALL DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS PRIOR TO BID. FAILURE TO ACQUIRESUCH KNOWLEDGE WILL NOT RELIEVE THE RESPONSIBILITY OF THIS CONTRACTORFOR PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BEALLOWED DUE TO THE CONTRACTORS FAILURE TO BECOME FAMILIAR WITH EXISTINGCONDITIONS.B.ALL EXISTING PIPING INDICATED ON PLAN WAS TAKEN FROM EXISTING MECHANICALPLANS AND/OR FIELD OBSERVATION AND SHALL NOT BE CONSIDERED 100%ACCURATE. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING SYSTEMSPRIOR TO CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY POTENTIALCONFLICTS.C.FIELD VERIFY LOCATIONS AND QUANTITY OF ALL EXISTING EQUIPMENT. FIXTURESAND DUCTWORK NECESSARY TO COMPLETE SCOPE OF WORK.D.CONTRACTOR SHALL COORDINATE ALL PHASES OF DEMOLITION WITHARCHITECTURAL DEMOLITION PLANS.E.PATCH ALL PENETRATIONS WHERE PIPING OR DUCTWORK IS REMOVED. PATCHINGSHALL BE BY GENERAL CONTRACTOR.F.ANY PIPING ABANDONED IN PLACE SHALL BE CAPPED, PLUGGED AND CONCEALED -PLUGGING AND CAPPING SHALL BE DONE IN A MANNER AS TO ALLOW REOPENINGAND REUSE LATER.G.CONCRETE CUTS (BY GENERAL CONTRACTOR) SHALL BE STRAIGHT AND CLEAN,REPLACE SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT SURFACE. .H.INDICATED TO BE REMOVED - ALL REMOVED EQUIPMENTSHALL BE DISPOSED OF BY CONTRACTOR UNLESS NOTED ASRELOCATED/RETAINED IN NOTES.I.TYPICAL TEXT OF EXISTING CONDITIONS - CONTRACTORSHALL VERIFY ALL EXISTING CONDITIONS.(E) RTU-1MECHANICAL SHEET INDEXPM01MECHANICAL TITLE SHEET INDEX, DETAILS, SYMBOLS AND ABBREVIATIONSM301REFRIGERATION ROOM MECHANICAL PLANSPM02MECHANICAL AND PLUMBING DETAILSPM101OVERALL MECHANICAL PLANP301REFRIGERATION ROOM PLUMBING PLANSMECHANICAL LEGENDPM0.1NO SCALE1C.O.D--DUPDNF.D.18" ØS.D.TGWVNPCWTYPECFMS00TSTDROOF DRAINFLOOR DRAINCLEANOUTVENT THRU ROOFELBOW DOWNELBOW UPTEE DOWNTEE UPCAPPED LINEWALL HYDRANTDUCT ELBOW UPPENETRATING STRUCTURESOLENOID VALVERELIEF VALVEBALL VALVEANGLE VALVEGLOBE VALVEBUTTERFLY VALVEUNIONGATE VALVEGAS COCKAIR TERMINAL (TYPE)AIR QUANTITY (CFM)KEY NOTESCONNECT TO EXISTINGTHERMOSTATTEMPERATURE SENSORDEW POINT SENSORPIPE TO REMOVEDDUCT ELBOW UPDUCT ELBOW DOWNSUPPLY AIRRETURN, EXHAUST OROUTSIDE AIR INTAKEFIRST NUMBER IS DIMENSION OFSIDE SHOWNDUCT ELBOWS w/ TURNING VANESOR RADIUSELEC. DUCT HEATERFLEXIBLE DUCTTAKE OFF w/ VOLUME DAMPER INBRANCH DUCTFIRE DAMPER &ACCESS PANELSMOKE DAMPER &ACCESS PANELROUND DUCT, SIZESHOWNEXHAUST AIRFLOWSUPPLY OR TRANSFERRETURN AIRFLOWMANUAL VOLUME CONTROLDAMPERDUCT DROPDUCT RISEBLANK-OFF SHADED SIDEOF DIFFUSERSUPPLY REGISTER (SIDE WALL)SYMBOLSDUCTWORKPIPINGDOMESTIC COLD WATERGASSANITARY WASTE ABOVE GRADESANITARY WASTE BELOW GRADEVENT ABOVE GRADENON POTABLE COLD WATERTEMPERED WATERDOMESTIC HOT WATERCIRCULATING DOMESTIC HOT WATERPIPEINSULATIONGALVANIZEDSTEEL SHIELDHIGH DENSITYINSULATIONINSERT ORWOOD BLOCKSEE SPECIFICATIONSPIPE RING HANGERCLEVIS HANGERFIRE PROTECTIONFEET PER MINUTEFEET PER SECONDFOOT; FEETFLOAT AND THERMOSTATICFOOTINGFINNED TUBE RADIATION.GALVANIZEDGENERAL CONTRACTORGENERALGALLONS PER HOURGALLONS PER MINUTEGRILLEGATE VALVEGAS WATER HEATER.HOSE BIBBHORIZONTALHORSEPOWERHEATINGHEATING, VENTILATING & AIRCONDITIONINGHOT WATER.INSIDE DIAMETERINVERT ELEVATIONINCHESINSULATIONINTERIOR; INTERNALINVERT.KILOWATTKILOWATT PER HOUR.LEAVING AIR TEMPERATURELAVATORYLINEAR FEETLOCATIONLIQUEFIED PETROLEUMLIGHTINGLEAVING WATER TEMPERATURE.MOTORMAKE-UP AIR UNITMAXIMUMBTU PER HOUR IN THOUSANDSCUBIC FEET IN THOUSANDSMOTORIZED DAMPERMECHANICALMEZZANINEMANUFACTURERMINIMUMMISCELLANEOUSMOUNTEDMOUNTING.NOT APPLICABLENOISE CRITERIA; NORMALLY CLOSEDNATIONAL FIRE PROTECTIONASSOCIATIONNOT IN CONTRACTNORMALLY OPENNOT TO SCALE.OUTSIDE AIROPPOSED BLADE DAMPERON CENTEROUTSIDE DIAMETER.PARTITIONPRESSURE DROPPNUEMATIC-ELECTRICPLUMBINGPROPELLERPRESSURE REDUCING VALVEFPFPMFPSFT or 'F&TFTGFTR.GALVGCGENGPHGPMGRGVGWH.HBHORHPHTGHVACHW.IDIEIN or "INSULINTINV.KWKWH.LATLAVLFLOCLPLTGLWT.MMAUMAXMBHMCFMDMECHMEZZMFRMINMISCMTDMTG.NANCNFPANICNONTS.OAOBDOCOD.PARTPDPEPLBGPROPPRVAIR CONDITIONINGAC UNITAREA DRAINADJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEAMBIENTAMPERESACCESS PANELAPPROXIMATELYARCHITECTATMOSPHERICAUTOMATICAUXILIARYAVERAGE.BALANCINGBAROMETRICBASEBOARD RADIATIONBACKDRAFT DAMPERBRAKE HORSEPOWERBUILDINGBOTTOM OF DUCTBASEMENTBRITISH THERMAL UNITBACKWATER VALVE.CATCH BASINCUBIC FEET IN HUNDREDSCUBIC FEET PER HOURCUBIC FEET PER MINUTECIRCULATING HOT WATERCAST IRONCENTERLINECOOLING; CEILINGCLEANOUTCOMBUSTIONCOMPARTMENT; COMPRESSORCONDENSATECONNECTIONCONSTRUCTIONCONTINUOUS; CONTINUATIONCONTRACTORCOLD WATER.DEGREEDRINKING FOUNTAINDIAMETERDIFFUSERDIMENSIONDUCTILE IRON PIPEDISCHARGEDOWNSPOUTDRAWING.ENTERING AIR TEMPERATUREEXHAUST FANELEVATIONELECTRICEXTERNAL STATIC PRESSUREELECTRIC WATER COOLERELECTRIC WATER HEATERENTERING WATER TEMPERATUREEXHAUSTEXPANSIONEXTERNAL; EXTERIORFAHRENHEITFINISHED FLOOR ELEVATIONFIRE DAMPER; FLOOR DRAINFLOORFLEXIBLEFACTORY MUTUALFUEL OIL GAUGEFUEL OIL RETURNFUEL OIL SUPPLYACACUADADJAFFAHUALTAMBAMPAPAPPROXARCHATMAUTOAUXAVG.BALBARBBRBDDBHPBLDGBODBSMTBTUBWV.CBCCFCFHCFMCHWCICLCLGCOCOMBCOMPCONDCONNCONSTCONTINCONTRCW.DEGDFDIADIFFDIMDIPDISCHDSDWG.EATEFELELECESPEWCEWHEWTEXHEXPEXT.FFFEFDFLFLEXFMFOGFORFOSMECHANICAL ABBREVIATIONS2PM0.1NO SCALEMECHANICAL ABBREVIATIONS.POUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPSI ABSOLUTEPSI GAUGEPOLYVINYL CHLORIDE.QUANTITY.RETURN AIRREINFORCED CONCRETE PIPEROOF DRAINREFRIGERATION; REFERENCEREGISTERREQUIRED; REQUIREMENTRELATIVE HUMIDITYROUGH OPENINGREVOLUTIONS PER MINUTERECIRCULATING HOT WATERROOFTOP UNIT.SANITARYSUPPLY AIRSUPPLY AIR TEMPERATURESCHEDULESMOKE DAMPER; STORM DRAINSQUARE FOOT or FEETSENSIBLE HEAT RATIOSIMILARSTATIC PRESSURESPECIFICATIONSPRINKLERSQUARESTAINLESS STEELSTANDARDSTRUCTURALSUCTIONSUSPENDEDSYSTEM.TRANSFER AIRTEMPERATURE DIFFERENCETEMPERATURETHERMOMETERTONS OF AIR CONDITIONINGTOTAL STATIC PRESSURETHERMOSTATTYPICAL.UNDERGROUNDUNIT HEATER.VOLT; VOLTAGE; VENTVARIABLE AIR VOLUMEVITRIFIED CLAY PIPEVELOCITYVENTILATIONVERTICALVENT THRU ROOF.WASTE; WATTWITHWITHOUTWET BULBWATER CLOSET INCHES OFWATER COLUMNPSIPSFPSIAPSIGPVC.QTY.RARCPRDREFREGREQRHRORPMRHWRTU.SSASATSCHSDSFSHRSIMSPSPECSPRKSQSSSTDSTRSUCSUSPSYS.TATDTEMPTHERMTONSTSPT-STATTYP.UGUH.VVAVVCPVELVENTVERTVTR.WW/W/OWBWC "WC10/2/9615000-01CARBON STEELH (FT)12111013487612"6.5PIPE SIZE3"8"10"6"4"1"2"3.545.556W (FT)3291857.58.56.55.5W (FT)34101517131168H (FT)GUIDES, TYPICALCOPPERWHH2H2HH GENERAL NOTES:FLOOR DECKTHREADED RODSWIVEL RINGFLOOR DECKTHREADED RODSWIVEL RING8'-0" OR LESS*N/AH-1N/AN/AN/AN/A2"9'-0" OR LESS*N/AN/A2 1/2"N/A3"N/AN/AN/AN/A4"N/AN/AN/AN/AN/AN/AN/AN/AN/A4'-0"8'-0"N/AN/AN/AN/AN/A6"N/AN/AN/AN/AN/AN/AN/AN/AN/A4'-0"8'-0"N/AN/AN/AN/AN/AN/AH-1N/A8"N/AN/AN/AN/AN/AN/AN/AN/AN/A4'-0"8'-0"N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A4'-0"N/AN/AN/AN/A4'-0"N/AN/AN/AN/AH-3H-3H-3H-3H-3H-3H-3H-3H-3H-3H-1H-1H-1H-1H-1H-1H-1H-1N/AH-1H-1H-1H-1H-1H-1H-1H-1N/AH-1H-1H-1H-1H-1H-1H-1H-1N/AH-1H-1H-1H-1H-1H-1H-1N/AH-1H-1H-1H-1H-1H-1N/AN/AH-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-1H-2H-2H-2H-2H-2H-2H-2H-2H-2H-2H-2H-2N/AH-2H-2H-2H-2H-1H-1H-1H-1N/AN/AH-1H-1H-1H-1N/AN/AH-1H-2H-1H-1N/AN/AA.THIS PIPE HANGER SCHEDULE SHOWS MAXIMUM ALLOWABLE HANGER SPACING BASED ON PIPE WEIGHT AND STRUCTURALCONSTRAINTS. REFER TO SPECIFICATION SECTION "BASIC MECHANICAL MATERIALS AND METHODS" FOR ADDITIONAL PIPE HANGERREQUIREMENTS INCLUDING REQUIRED HANGER ROD DIAMETER AND MAXIMUM HANGER SPACING BASED ON PIPE MATERIAL ANDPIPE DIAMETER.B.SUPPORT ALL PIPING WITHIN 6" OF BAR JOIST TOP CHORD PANEL POINT. LOCATE TOP OF PIPE AT 6" MINIMUM BELOW FLOOR DECK.C.FIRE PROTECTION SPRINKLER PIPING SUPPORT SHALL COMPLY WITH REQUIREMENTS OF NFPA, LOCAL CODE AUTHORITIES, ANDSHALL NOT EXCEED THE MAXIMUM SPACING SHOWN ON THE PIPE HANGER SCHEDULE.D.DO NOT DEVIATE FROM PIPE HANGER DETAILS AS SHOWN. DEVIATION FROM HANGER DETAILS MAY VOID JOIST MANUFACTURER'SWARRANTY.E.SEE STRUCTURAL SHEETS FOR ADDITIONAL DETAILS AND INFORMATION.F.SEE DETAIL 4/PM01 FOR CONCRETE HANGING DETAILS.BEAM CLAMP TO TOP CHORD OFTRUSS WITHIN 6" OF PANEL POINTBEAM CLAMP TO TOP CHORD OFTRUSS WITHIN 6" OF PANEL POINT1"12'-0"10'-0" OR LESS*15'-0"1 1/2"10'-0" OR LESS*15'-0"15'-0"10'-0" OR LESS*12'-0"15'-0"10'-0"12'-0"15'-0"10'-0"12'-0"15'-0"10'-0"12'-0"15'-0"10"12"+12'-0"12'-0"12'-0"FLOOR DECKFLOOR DECKTRUSSTOP CHORD (TYP)6" MIN 6" MINTHREADED RODHANGERWITH SWIVEL RING3/8" HEX NUTWITH JUMBOWASHERFLOOR DECKTRUSS3/8" STRUT NUT WITH3/8" HEX NUT ANDJUMBO WASHERSINGLE STRUTCHANNEL OR PIPE(SIZE PER NFPA)THREADED RODHANGER WITHSWIVEL RINGSTRUT CHANNELBEAM CLAMP(TYP)FLOOR DECKBEAM3/8" STRUT NUT WITH3/8" HEX NUT ANDJUMBO WASHERBEAMSTRUT CHANNELBEAM CLAMP(TYP)TRUSS / BEAMTRUSS / BEAMBEAMBEAMTHREADED RODHANGER WITHSWIVEL RINGTRUSSSINGLE STRUT CHANNEL OR PIPE(SIZE IN ACCORD WITH NFPA FORFIRE PROT, SIZE FOR PIPE LOADFOR STORM DRAINH-1H-2H-3H-3H-3TYPE "H-1" HANGERSTYPE "H-2" HANGERSTYPE "H-3" HANGERSBEAMTRUSSPIPESIZEHANGERSPACINGTHREADEDLIGHT WALLGROOVEDLIGHT WALLPVC/ABSSch40Sch10TYPE LCOPPERPIPE HANGER SCHEDULEWATER, WASTE, GAS, STORM DRAIN PIPING, AND FIRE PROTECTION PIPINGH-1H-2H-1H-1H-2GENERAL NOTES:SUPPORT FROM TRUSS TOP CHORD PANEL POINT AT TRUSS LOCTIONS.STEEL ANGLEMAXIMUM LOAD ON A PANEL IS 100 LBS, UNLESS APPROVED BY STRUCTURALENGINEER. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS.STRAP HANGERROD HANGERSTRAP HANGERROD HANGER ORSTRAP HANGER36" MAXIMUMDUCT DIAMETERBAND SAME SIZEAS STRAPHANGERPRE-PUNCHED CHANNELSUPPORT FASTENED TOTOP OF TRUSS OR BEAM.TYPICAL.DUCT WIDTHS36" OR GREATERDUCT WIDTHSLESS THAN 36"A.B.C.REFER TO "SMACNA HVAC DUCT CONSTRUCTION STANDARDS" FOR HANGER REQUIREMENTS,INCLUDING SIZES OF STRAP HANGERS, ROD HANGERS, STEEL ANGLES AND FASTENERS.ROOF DECKTYPICALSCREW STRAP TODUCT. MINIMUM1" STRAP LENGTHON UNDERSIDEOF DUCT.GREATER THAN36" DUCT DIAMETERTRUSS ORSTEEL BEAMTYPICALD.E.NOT USED.DO NOT INSTALL DUCTWORK CLOSER THAN 8" TO WATER, FIRE PROTECTION, ANDGAS PIPING.NUTSSTEEL ANGLEHANGER ROD (3/8" DIAMETER)SHEET METAL DUCTHANGER ROD (3/8" DIAMETER)GENERAL NOTES:DUCT - 12"Ø OR LESSBAND OF SAME SIZE AS STRAPDUCT - 14"Ø OR GREATERFOR STRAP, ROD AND ANGLE SIZES REFER TO"SMACNA" LOW PRESSURE DUCT STANDARDSTHREADED ROD HANGER (3/8" DIAMETER)W/ ADJUSTABLE RINGHANGER.GENERAL NOTES:FOR ROD AND HANGER SIZES REFER TOSPECIFICATION SECTION 200050 ARTICLE 2.1.FIRE PROTECTION, WATER, GAS,WASTE AND VENT PIPINGCONCRETE FILLED STEEL DECK3/8" HILTI HDI OR HDI-L, OR APPROVEDEQUAL, INSTALLED INTO THE UNDERSIDE OFTHE CONCRETE FILLED STEEL DECK AT 10'OC MAX.CONCRETE FILLED STEEL DECKCONCRETE FILLED STEEL DECKA.A.FOR 4" DIAMETER PIPING AND SMALLERINDICATED AS UTILIZING A H-1 HANGERTYPE, THE USE OF A 3/8" HILTI HDI OR HDI-L, OR APPROVED EQUAL, INSTALLED INTOTHE UNDERSIDE OF THE CONCRETEFILLED STEEL DECK MAY BESUBSTITUTED FOR THE H-1 HANGER TYPE.ALL OTHER PIPE SIZES AND HANGERTYPES SHALL FOLLOW 1/PM01.3/8" HILTI HDI OR HDI-L, OR APPROVEDEQUAL, INSTALLED INTO THE UNDERSIDE OFTHE CONCRETE FILLED STEEL DECK AT 10'OC MAX.PIPE HANGER DETAILS3PM0.1NO SCALEREFER TO SPECIFICATION FOR MAXIMUM ALLOWABLE HANGER SPACING FOR TYPE L COPPER AND PVC/ABS PIPINGN/A = NOT ALLOWED OR NOT APPLICABLEPIPE/DUCT HANGER INTO CONCRETE DETAILS4PM0.1NO SCALEDUCT HANGER DETAIL5PM0.1NO SCALEPIPE EXPANSION DETAIL6PM0.1NO SCALENOT USED7PM0.1NO SCALEINSULATED PIPE AT HANGER DETAILPM0.1NO SCALE8M302MEZZANINE MECHANICAL PLANSME101MECHANICAL AND ELECTRICAL SCHEDULESP501PLUMBING RISER DIAGRAMSTITLE SHEET INDEX,DETAILS, SYMBOLS, ANDABBREVIATIONSPM012211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 10:48:42 AM J:\2017\17090\08-CAD\17090PM001.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION BACKFLOW PREVENTER DETAIL (3/4"-2" SIZE)STRAINERNO SCALETEST COCK NO.2FLOWCHECK VALVE NO.110/2/9615400-03CHECK VALVE NO.2TEST COCK NO.4BALL VALVE,TEST COCK NO.3PM021NOTE:INSTALL VALVE IN ACCESSIBLEHORIZONTAL POSITION, AT LEAST12" BUT NOT MORE THAN 6'-0" A.F.F.EXTEND DRAIN LINETO FLOOR DRAIN.1" DRAIN FOR 3/4" & 1"BACKFLOW PREVENTER.2" DRAIN FOR 1-1/4" & 2"BACKFLOW PREVENTER.WATTS SERIES 909AGAIR GAP FITTING.BALL VALVE w/TEST COCK NO.1WALL CLEANOUT DETAILNO SCALEFLOW10/2/9615400-09PIPE MAY EXTEND AS WASTE OR VENT.COUNTERSUNK SCREWCLEANOUT PLUGPM022FOR WALL CONSTRUCTIONREFER TO ARCHITECTURALDRAWINGS.POLISHED STAINLESSSTEEL ACCESS COVERCAST IRON CLEANOUT TEE.WASTE LINE, LENGTHTO SUIT.1/8" BEND @ END OFPIPE.ADJUSTABLE HOUSINGFINISHED FLOORHEAVY DUTY SCORIATED COVER.FLOWWASTE LINE.NO SCALEPM02FLOOR CLEANOUT DETAILWASTE LINE LENGTHTO SUIT.GASKETED CLEANOUTPLUGS.3OPEN FIXTURE WASTE DETAILNO SCALETO WASTE MAIN4PM02CLEANOUTFLOORSANITARY TEE1-1/2" VENTWALL1'-0" MINIMUM WELD 4" DIAMETER FUNNEL TO PIPE.(3") P-TRAP DISCHARGE LINESTO VENT THRUROOF.PROVIDE AIR GAP1" MINIMUM (PERLOCAL CODE).3" WASTETOTAL HEIGHT OF TRAP =X+H+(1-1/2 x PIPE DIAMETER)(WITHOUT INSULATION)CONDENSATE DRAIN DETAILPM025NO SCALETOTALHEIGHT OFTRAPNEGATIVE STATIC PRESSUREX=1/2 "H"H=AT LEAST 1 INCH PLUSCASING STATIC PRESSUREHOUSEKEEPINGPADX (-)HGRAVITY RELIEF HOODNO SCALEPM0261-1/2"ACCESS TO DAMPER ROOF LINE1-1/2" DEEP DRIP PAN. SOLDERALL SEAMS WATER TIGHT, 1/2"MASTIC INSULATION INSIDEDRIP PAN.SEE PLAN FOR SIZE &LOCATION OF GRILLESAND DUCTS.FLASHING BY GENERALCONTRACTOR.PRE-FABRICATED ROOFCURB BY MECHANICAL12" EXTENDEDBASE SECTIONGREENHECK MODELFGR RELIEF HOODMOTORIZEDDAMPER.ROOF MOUNTED EXHAUST FANNO SCALE1" MIN.ROOF LINEEXHAUST FANPM027SEE PLAN FOR SIZE &LOCATION OF GRILLES &DUCTSALL EXHAUST DUCTWORK TO HAVE1" INTERNAL INSULATION WITH-IN10'-0" OF ROOF OR WALL OPENING.PROVIDE NECESSARY WIRINGACCESS FROM MOTOR TOUNDERSIDE OF STRUCTUREWITHOUT PENETRATINGSTRUCTUREELECTRIC MOTORIZEDDAMPERCURB AND FLASHINGBY GC1-1/2" DEEP DRIP PAN, SOLDERALL SEAMS WATERTIGHT, 1/2"MASTIC INSULATION INSIDEDRIP PANPARALLEL PUMP PIPINGNO SCALE23 21 00 0210/01/13PUMP8PM02PRESSURE GAUGE WITH VALVE,TYPICAL. CONNECT PIPING TO PORTSPROVIDED ON SUCTION ANDDISCHARGE FLANGES OF PUMP.BLOWDOWN VALVE ANDSTRAINER, TYPICAL.FLEXIBLE CONNECTION,TYPICAL. DELETE ONIN-LINE PUMPS.BALANCING VALVE,TYPICAL.CHECK VALVE,TYPICAL.SHUT-OFFVALVE, TYPICAL.PUMPREFRIGERANT PIPING SCHEMATICNO SCALE13PM02MANUALBLOWDOWNTO DRAIN1"AS1CP2CP18PM02B2CP4B1CP3PRE-CHARGING AIRCONNECTION, TYP.TO DRAIN,TYPICAL12" MIN. DROP ANTI-THERMO-SYPHON LOOP,TYPICALET1PRESSURE GAUGE,TYPICALAIR VENT, TYPICAL3"3"3"HWRHWS3"TEMPERATURESENSOR.(TYPICAL)3"CHECK VALVE, TYPICAL.SHUT-OFFVALVE,TYPICAL.STRAINER, TYPICAL.UNION, TYPICAL.SUPPLYTEMPERATURESENSOR.EXTEND RELIEF VALVE TOFLOOR DRAIN, TYPICAL.HWRHWS(130 GPM)(130 GPM)STAND-BY8PM02CHEMICALPOT FEEDER1"1"HWSHWRHWR3"HWS3"(130 GPM)TTTTTTBT1(130 GPM)STAND-BYTTPRESSURE GAGE, TYPICAL.CONNECTTO EXISTINGSYSTEMCONNECT TOEXISTING DOMESTICHOT WATER SYSTEM1-1/2"1-1/2"2"2"3/4"HEATING SYSTEM PIPING DETAIL15NO SCALE(E) HEATEXCHANGERHORIZONTAL UNIT HEATER PIPING SCHEMATICNO SCALEPM0214PM02BALANCING VALVEHWRUNIONHWSSHUT-OFF VALVE.HORIZONTAL UNITHEATERTHERMOSTAT FURNISHED BYDIVISION 23 INSTALLATIONAND WIRING BY DIVISION 26.REGULATORGAS VALVEDIRT LEGUNION2"2"HOT WATER HEATING COIL PIPING DETAILHEATING COILNO SCALEUNION, TYPICAL.MANUAL AIR VENTBALL VALVESUPPLY MAINFLOW FITTINGRETURN MAIN10PM02SWING JOINT,TYPICALTHERMOMETER,TYPICALDRAIN VALVENOTE:MULTIPLE ROW COIL SHALL HAVEH.W.S. COIL INLET DOWN STREAMOF COIL OUTLET.TWO WAY CONTROLVALVETO TEMPERATURECONTROL1" NPCW BOILER FILLAND BACKFLOWPREVENTER.THERMOMETER(TYPICAL)MECHANICAL ANDPLUMBING DETAILSPM022211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com8/22/2018 3:13:01 PM J:\2017\17090\08-CAD\17090PM002.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION UPARCADEECST STSTSTST STSTV1M302-EXISTING1335PM1011OVERALL MECHANICAL PLAN1/16" = 1'-0"-EXISTING1335-EXISTING1335-EXISTING1335-EXISTING1335-EXISTING1335KEYNOTES:EXISTING 12'-0" x 12'-0" MAKE UP AIR LOUVER TO REMAIN. REMOVEEXISTING DAMPERS AND ACUATOR. PROVIDE 72"x36" INSULATEDDAMPER AND ACTUATOR, HIGH IN EXISTING ASSEMBLY. BLANK-OFFEXISTING PORTION OF DAMPER WITH INSULATED METAL.EXISTING GRAVITY RELIEF DAMPER AND ASSOCIATED DUCTWORK TOREMAIN. CLOSE AND DISABLE.EXISTING POWERED ROOF VENTILATOR AND ASSOCIATED DUCTWORKTO REMAIN. DISABLE.EXTEND 4" WASTE PIPING TO EXISTING 4" WASTE. FIELD VERIFY SIZEAND LOCATION.EXTEND 2" VENT TO NEAREST VENT.PROVIDE TRENCH DRAIN WITH FOUR SECTIONS MINIMUM. VERIFYLENGTH AND LOCATION WITH RINK DOOR LOCATION, ZAMBONI PATH,AND OWNER. MAY BE LIMITED BY MAXIMUM DISTANCE REQUIREMENTFROM TRAP TO VENT BY CODE.EXISTING UNIT HEATER AND ALL ASSOCIATED HYDRONIC PIPING TOREMAIN.REBALANCE EXISTING SUPPLY AIR DIFFUSER TO CFM INDICATED.PROVIDE 24" HIGH STANDPIPE IN EXISTING PIT.TEMPERATURE, HUMIDTY, DEWPOINT, AND CO2 SENSORS. MOUNT AT5'-0" AFF.MOUNT STATIC PRESSURE SENSOR AT 5-0" AFF.123456712333333456D110"6"2"4"10"6"3/4" CW3/4" HW6"STSTST6"4"4"4"4"4"3"4"6"6"4"10"10"2"2"2"2"4"4"4"6"3"3"4"4"C.O.C.O.C.O.C.O.C.O.C.O.C.O.C.O.4"4"C.O.C.O.21"Ø30"Ø36"Ø36"Ø 4"4"2"23(E) UNIT HEATER(E) PRV 26(E) PRV 25(E) PRV 24(E) PRV 28(E) GRV 24(E) PRV 23(E) PRV 22(E) PRV 29(E) GRV 20710"10"C.O.8888888C.O.6"C.O.10' MAX PER CODE9TDHSCO2AHU-1102M3021P3012P3011M3012M30191011SP11OVERALLMECHANICALPLANPM1012211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 11:28:31 AM J:\2017\17090\08-CAD\17090PM101.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTUPAAKEY PLAN NOT FORCONSTRUCTION VILTERVILTERVILTERVILTERVILTERVILTER32Z.2Y.2X.2UP32Z.2Y.2X.2UPUPP3011REFRIGERATION ROOM PLUMBING DEMOLITION PLAN1/4" = 1'-0"P3012REFRIGERATION ROOM PLBG. PLAN - NEW1/4" = 1'-0"KEYNOTES:EXISTING PIPE TO BE REMOVED/MODIFIED AS NEEDED TOACCOMMODATE NEW ICE EQUIPMENT.EXISTING RPZ TO REMOVED.EXISTING DOMESTIC WATER DOUBLE WALL HEAT EXCHANGER ANDASSOCIATED PIPING TO BE REMOVED, SALVAGED AND RELOCATED ASNEEDED TO ALLOW FOR NEW DEMISING WALL INSTALLATION.EXISTING TO REMAIN.EXISTING WATER SOFTENER AND RESIN TANK TO BE REMOVED,SALVAGED AND RELOCATED.1" NPCW UP TO BOILER SYSTEM.EXISTING FLOOR DRAIN AND 3" SANITARY SEWER LINE TO BEREMOVED.EXTEND 1-1/4" COLD WATER AND 1-1/4" HOT WATER LINE TO MAINPIPING, VERIFY SIZE AND LOCATION.EXTEND SANITARY SEWER LINE TO EXISTING PIPING.EXTEND 2" NPCW TO REMOTE SUMP FILL1-1/4" CW, 1-1/4" HW DOWN TO ASSE 1071 THERMOSTATIC MIXINGVALVE AND EMERGENCY EYE / FACEWASH / SHOWER.MODIFY FIRE PROTECTION SYSTEM AS NEEDED TO ACCOMMODATENEW LAYOUT. RAISE PIPING AS CLOSE TO UNDERSIDE OF STRUCTUREAS POSSIBLE TO MAXIMIZE PIPING ELEVATION WHERE DROPPEDCEILING IS REMOVED.1" BACKFLOW PREVENTER FOR BOILER FILL AND 2" BACKFLOWPREVENTER FOR REFRIGERATION PLANT. STACK ASSEMBLY ON WALL.SEE DETAIL 1/PM002.INSTALL NEW HOSE BIBB ON WALL @ 18" A.F.F., PROVIDE SHUT-OFFVALVE AT 5'-0" A.F.F.NOT USEDEXTEND 2" RAW WATER LINE TO EXISTING LAWN IRRIGATION WATERPIPING.EXTEND 2-1/2" VENT AND CONNECT TO EXISTING VENT THRU ROOF.MODIFY CLEAN-OUT LOCATION SO IT IS NOT UNDER REFRIGERATIONEQUIPMENT.RELOCATED WATER SOFTENER, MOUNT ON 4" HOUSE KEEPING PAD.2" CONNECTION PIPING AND BY-PASS WITH SHUT-OFF VALVES.EXTEND BACKWASH TO OPEN FIXTURE WASTE.OPEN FIXTURE WASTE, SEE DETAIL 4/PM02.1HVAC GENERAL NOTES1.2.3.4.5.6.7.8.COORDINATE ROUTING OF ALL DUCTWORK WITH LIGHTING LAYOUTAND STRUCTURAL.ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOORPENETRATIONS.ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROM EXHAUST ORFLUES.FOR MECHANICAL AND ELECTRICAL SCHEDULES REFER TO ME101.FOR MECHANICAL DETAILS REFER TO SHEET PM01 AND PM02.COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLESWITH ARCHITECTURAL REFLECTED CEILING PLANS AND ALL TRADES.FOR PLUMBING RISER DIAGRAMS, SEE P501.REFER TO PM01 FOR ADDITION GENERAL NOTES.2345CW3/4" CW3(E) RPZ2 (E) WATER METERASSEMBLY (E) DOMESTIC HOTWATER STORAGETANK AND PIPING6445789101112M312P12BP8K11146W1314 (E) FD15V (E) GAS METERASSEMBLY (E) FIRE RISER443P8K11NPCWNPCW 13111978D29D29719201"4"4"3"C.O.2"2" (E) DOMESTIC HOTWATER STORAGETANK AND PIPING4M (E) GAS METERASSEMBLY (E) FIRE RISER443"3"1-1/2"2"3"4"2"6"10"10"10"16(E) WATERSOFTENER ANDBRINE TANK, WS-1(E) WATERSOFTENER ANDBRINE TANK, WS-110"10"10"6"6"41717(E)C.O.(E)HEATEXCHANGER(E)2"(E)3/4"(E)2-1/2"(E)3" C.W.CW4(E)2-1/2"1819193"3"3"(E) 3"(E) 4"12 (E) WATERMETER ASSEMBLY42"9(E) RELOCATEDHEAT EXCHANGER8D3(E) 2-1/2"(E) 3/4"(E) 2"1"6918NPCWNPCW 2"102"2" VENT DN.3/4"3/4"D232"REFRIGERATION ROOMPLUMBING PLANS P3012211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 3:33:07 PM J:\2017\17090\08-CAD\17090P301.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTUPAAKEY PLAN NOT FORCONSTRUCTION P3021SANITARY AND VENT RISER DIAGRAMNOT TO SCALEP3022DOMESTIC WATER RISER DIAGRAMNOT TO SCALEM2"1"2"1-1/4"1-1/4"1-1/4"1-1/4"P8KP8K869 (E) FIRE SERVICEAND RISER2TO (E) WATERSTORAGE TANKD256(E)C.O.C.O.D2D2D2D3D33"3"4"4"3"C.O.2"2"1-1/2"1-1/2"1-1/2"2"2"2"455(E) SERVICE MAIN(E) 3"(E) 3"(E) 4"VVVVVVVVOPEN FIXTUREWASTE, SEEDETAIL 4/PM02.(E) 4" V.T.R.2-1/2"NPCWN P CW N P CW TO ICE PLANT, COORDINATEWITH REFRIGERATIONSYSTEM CONTRACTOR.1" BACKFLOW PREVENTERFOR BOILER FILL, SEE 1/PM02.2" BACKFLOW PREVENTERFOR ICE PLANT, SEE 1/PM02.EXTEND TO EXISTINGLAWN IRRIGATIONSYSTEM.2"3/4"1-1/4"3/4"P12BRELOCATEEXISTING HEATEXCHANGER2"3"3"3"UP BOILER FILLSYSTEM, SEEM302.(E) 2-1/2" CW(E) 2" HW(E) 3/4" CW2"TO (E) HOT WATERSTORAGE TANK(E) WATERMETER TOREMAIN(E) 3"(E) WATERSOFTENER ANDBRINE TANK TOBE RELOCATED.3PLUMBINGRISER DIAGRAMSP5012211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 3:33:07 PM J:\2017\17090\08-CAD\17090P501.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION T32Z.2Y.2X.2UPVILTERVILTERVILTERVILTERVILTERVILTER32Z.2Y.2X.2UPUPM3011REFRIGERATION ROOM MECH. PLAN EXISTING1/4" = 1'-0"M3012REFRIGERATION ROOM MECH. PLAN - NEW1/4" = 1'-0"KEYNOTES:REMOVE, SALVAGE AND RELOCATE EXISTING BOILERS, BOILERPUMPS, BOILER PUMP VFDs.REMOVE PIPING, EXPANSION TANK, AIR SEPARATOR AND OTHEREQUIPMENT AS NEEDED TO MAKE ROOM FOR NEW ICE EQUIPMENT.REMOVE, SALVAGE AND RELOCATE EXISTING DOMESTIC WATER HEATEXCHANGER TO ALLOW FOR NEW DEMISING WALL INSTALLATION.EXISTING REFRIGERANT PIPING TO BE REMOVED.EXISTING BOILER AIR INTAKE AND FLUE TO BE REMOVED. SOME OFTHE AL29-4C FLUE VENT MAY BE RE-USED.EXISTING TO REMAIN.BOILER EMERGENCY SHUT-OFF SWITCH AT VASE OF STAINS. MOUNTAT 5'-0" AFF.MOUNT THERMOSTAT AT 5'-0" AFF.PROVIDE MOTORIZED DAMPER.MOUNT UNIT HEATER AT 8'-0" AFF. COORDINATE LOCATION WITH ICEEQUIPMENT.RELOCATED THERMOSTAT FOR EXISTING UNIT HEATER. MOUNT AT5'-0" AFF.EMERGENCY EXHAUST FAN SWITCH. MOUNT AT 5'-0" AFF. PROVIDEWEATHER HOOD WHEN LOCATED OUT SIDE.3" HWS AND HWR UP ALONG WALL TO MEXXANINE. SEE M302 FORCONTINUATION.30"x24" AIR DUCT THROUGH WALL. TERMINATE WITH 1/2"x1/2"x1/2"EXPANDED GRILLE.ENCLOSE DUCT IN FIRE RATED DUCT ENCLOSURE.16"x16" EXHAUST AIR DUCT UP TO F-1 ON ROOF.24"Ø EXHAUST AIR DUCT UP TO F-2 ON ROOF.PROVIDE TWO 36"x24" OPENINGS AT BOTTOM OF EXHAUST AIR DUCT.TERMINATE WITH 1/2"x1/2"x1/2" EXPANDED METAL GRILLE.1HVAC GENERAL NOTES1.2.3.4.5.6.7.COORDINATE ROUTING OF ALL DUCTWORK WITH LIGHTING LAYOUTAND STRUCTURAL.ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOORPENETRATIONS.ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROM EXHAUST ORFLUES.FOR MECHANICAL AND ELECTRICAL SCHEDULES REFER TO ME01.FOR MECHANICAL DETAILS REFER TO SHEET PM01 AND PM02.COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLESWITH ARCHITECTURAL REFLECTED CEILING PLANS AND ALL TRADES.SEE PM01 FOR ADDITIONAL NOTES.23453-1/8" RS2-1/8" RS2-1/2" GCW3/4" CW1" HWS3" HWS2-1/2" G3" HWS3" HWR10"Ø6"Ø3" HWS3" HWR3" HWS3" HWR8"Ø8"Ø8"Ø8"Ø10"Ø1" HWS1-1/2" HWS3" HWS3" HWR13 (E) UNIT HEATER(E) RPZ(E) AS-1(E) ET-111222(E) SUPPLY FANAND DUCTWORK2(E) VFD144555 (E) GAS METERASSEMBLY (E) FIRE RISER (E) WATER METERASSEMBLY (E) DOMESTIC HOTWATER STORAGETANK AND PIPING666666778910410912924"Ø40"x14"9310P8K11(E) FD & SUMP1" HWS1-1/4" HWR3/4" HWR(E) UNITHEATERUH2UH1CP2CP12" HWR2" HWS3" G (E) GAS METERASSEMBLY WITH2 PSIG OUTLETPRESSURE (E) FIRE RISER661-1/2" G3/4" HWS1-1/4" HWR(E) HEATEXCHANGER(RELOCATED)B21B11(E) WATERSOFTENER ANDBRINE TANKMT88UH-1UH-23" GGGG (E) 3" G30"x24"(E) HEATEXCHANGERHWR HWS HWR HWS 9T111112131415161718181-1/4" HWSHWR HWS 1516121530"x24" O.A.DUCT UP TOEX. GRV14PM0212171-1/4" HWS1-1/4" HWR14PM023/4" HWS3/4" HWRREFRIGERATION ROOMMECHANICAL PLAN M3012211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 1:32:42 PM J:\2017\17090\08-CAD\17090M301.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTUPAAKEY PLAN NOT FORCONSTRUCTION M3021MEZZANINE MECHANICAL ROOM - DEMO1/4" = 1'-0"M3022MEZZANINE MECHANICAL ROOM - NEW1/4" = 1'-0"M1HVAC GENERAL NOTES1.2.3.4.5.6.7.8.COORDINATE ROUTING OF ALL DUCTWORK WITHLIGHTING LAYOUT AND STRUCTURAL.ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALLAND FLOOR PENETRATIONS.ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROMEXHAUST OR FLUES.FOR MECHANICAL AND ELECTRICAL SCHEDULES REFERTO ME101.FOR MECHANICAL DETAILS REFER TO SHEET PM01 ANDPM02.COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERSAND GRILLES WITH ARCHITECTURAL REFLECTED CEILINGPLANS AND ALL TRADES.CONSULT BOILER OWNERS INSTALLATION MANUAL ANDINSTALL BOILER AND APPURTENANCE PERMANUFACTURERS RECOMMENDATION.REFER TO PM01 FOR ADDITION GENERAL NOTES.EXISTING 30"x24" COMBUSTION AIR GRAVITY AIR INTAKE HOOD TOREMAIN AND BE REUSED FOR FRESH AIR INTAKE. ADD MOTORIZEDDAMPER, 0.17 SP AT 5,000 CFM.EXISTING GRAVITY HOOD TO BE REMOVED. CURB TO BE REUSED.PROVIDE NEW EXHAUST FAN ON EXISTNG CURB. PROVIDE CURBADAPTER.EXISTING FLUE TO BE REMOVED. CAP OPENING.EXISTING BOILER AIR INTAKE TO BE REMOVED. CAP OPENING.EXISTING AIR HANDLING UNIT TO BE REMOVED. REMOVE HEATINGWATER PIPING. REMOVE ALL HEAT RECLAIM REFRIGERANT PIPING TOAHU. REMOVE 3-WAY VALVE AND CONTROL.REMOVE RETURN AIR AND OUTSIDE AIR MOTORIZED DAMPERS.EXISTING EQUIPMENT AND / OR DUCTWORK TO REMAIN.ELECTRICAL PANELS. MAINTAIN CODE CLEARANCE.CONDENSING UNIT ON ROOF. EXTEND REFRIGERANT PIPING TO NEWAHU-1 COOLING COIL AND HOT GAS REHEAT COIL. PROVIDE PIPE BOX.8"Ø AL29-4C VENT UP THROUGH ROOF. TERMINATE PER CODE ANDBOILER MANUFACTURERS RECOMMENDATIONS.8"Ø AIR INTAKE UP THROUGH ROOF.TERMINATE PER CODE ANDBOILER MANUFACTURERS RECOMMENDATIONS, INSULATE PER SPEC.EXTEND 44"x32" RETURN AIR DUCT TO EXISTING EXISTING 48"x36".EXTEND 48"x24" OUTSIDE AIR DUCT TO EXISTING DUCT.EXTEND 1" NPCW TO HW SYSTEM FILL.BOILER, PUMPS AND VFDS TO BE RELOCATED. PROVIDE NEWFITTINGS, PIPING, COALESCING MEDIUM AIR SEPARATOR, BLADDERTYPE EXPANSION TANK AND BUFFER TANK. EXTEND PIPING TOEXISTING SYSTEM. PROVIDE 4" THICK HOUSEKEEPING PAD.RELOCATE BOILER CONDENSATE TRAP, EXTEND CONDENSATE TOEXISTING FLOOR DRAIN.EXTEND 3" GAS LINE TO BOILERS.PROVIDE NEW INLINE PUMP WITH VFD. REFER TO SCHEMATIC 8/PM02FOR PIPING REQUIREMENTS.NEW GAS PRESSURE REGULATOR TO SERVE INFRARED HEATERS INARENA. VENT TO OUTSIDE AS REQUIRED.MOUNT EQUIPMENT TON 4" HOUSEKEEPING PAD.EXTEND 1-1/4" CONDENSATE DRAIN FORM TO FLOOR DRAIN WITH AIRGAP PER CODE.EXTEND 19"x14" FAN OUTLET UP TO 6'-0" ABOVE PARAPET WALL.PROVIDE GUY WIRES AS REQUIRED.REFRIGERANT PIPING UP THROUGH ROOF. PROVIDE PIPE BOX.LOCATE NOT TO INTERFACE WITH CONDENSING UNIT CLEARANCEAREA.AIRFLOW MEASURING STATION, SEE SPECIFICATIONS.2345V67RWL (E) AIR HANDLING UNIT (S-14)6 (E) AIR HANDLING UNIT (S-15)7 (E) UNIT HEATER78RWL (E) AIR HANDLING UNIT (S-15)7 (E) UNIT HEATER7VAHU1CU1ON ROOFB2B1CP1CP2F1F2V(E) FD(E) FDV(E) FD(E) FD910111213141533(E) GRVSEE 6/PM021FLUID COOLERSEE REFRIG. DRAWINGS151515151110812914151" NPCW3" HWS3" HWRHWSHWR221456668GG G16CP317CP417173"3"AS1ET12"2"BT11-1/2"3"1-1/2"18181920RA193 M302 20M3023SECTION AT AHU-1NOT TO SCALEMMRAO.A.INTAKECC1HC2HC113PM0213PM0210PM024" HOUSEKEEPING PADFINISHED FLOOR2036"Ø48"x36"48"x24"36"x48"48"x24"48"x24"7SUCLIQ(E) 8'-8"x8'-8"LOUVER O.A.21222332"x44"36"Ø S.A.36"ØHOT GASRE-HEAT COIL48"x24"FANSECTION1-1/4" C.D. LINE5PM023"GHWSHWRRSRLRS RL RS RL HG 222016163"HWS HWR23M748"x36"(E)36"ØSATO ARENAINFRAREDHEATED13PM02HWSHWR2-1/2"48"x24"48"x24"137PM0221MEZZANINEMECHANICAL PLANM3022211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 3:03:09 PM J:\2017\17090\08-CAD\17090M302.dwgDwg File:Plotted:C NELSON-RUDIE & ASSOCIATED, INC. 2017Sheet No.:Sheet Title:Revisions:Scale:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:170909/24/2018CONSTRUCTIONDOCUMENTSFADRAN, JRS, FADNo.DateDescriptionNelson-Rudie & Assoc., Inc.Structural - Mechanical - ElectricalConsulting Engineers9100 49th Ave. NorthMinneapolis, MN 55428tel: (763)367-7600 fax: (763)367-7601__9/24/2018 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDate42801FREDERIC A. DECOURT14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTUPAAKEY PLAN NOT FORCONSTRUCTION UNIT HEATER - SPECIFICATION SECTION 23 82 39ITEMNo.DESCRIPTIONLOCATIONMANUFACTURERMODELCFMINPUTMBHMBHOUTPUT35% PGDISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSGPME.W.T.PROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1HORIZONTALELEC. ROOMSTERLINGHS-18395-78401.315026-WE--232326T-STATELEC.12010.1620ALD2A - 51/2"C., 2#12 & 1#12 GNDX-2HORIZONTALREFRIG. ROOMSTERLINGHS-1322000-574809.615026-WE--232326T-STATREFRIG.120/11/320ALD2A - 71/2"C., 2#12 & 1#12 GNDX-UH- PUMP- SPECIFICATION SECTION 22 30 00ITEMNo.DESCRIPTIONLOCATIONMANUFACTURERMODELFLUIDGPMTOTALHEAD (FT.)MOTORHPRPMTYPECONN.SIZEIN/OUTDISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1EXISTING PUMPREF. MACH. RMTACOEXISTINGPG35130505.01750INLINE2.5 / 2.526EX26VFD232323BOILER MGTSYSTEM480/35-EX.EXISTINGX-EXISTING PUMP AND VFD TO BE RELOCATED2EXISTING PUMPREF. MACH. RMTACOEXISTINGPG35130505.01750INLINE2.5 / 2.526EX26VFD232323480/35-EX.EXISTINGX-EXISTING PUMP AND VFD TO BE RELOCATED3NEW PUMPMEZZANINEB&G ECOCIRCXL 40-200PG35130151.01800INLINE2.5 / 2.526WEWEECM232323SEE SPECS208/110.920ALD2A - 2,41/2"C., 2#12 & 1#12 GNDX-ECM MOTOR WITH BUILT SPEED CONTROL4NEW PUMPMEZZANINEB&G ECOCIRCXL 40-200PG35130151.01800INLINE2.5 / 2.526WEWEECM232323SEE SPECS208/110.920ALD2A - 6,81/2"C., 2#12 & 1#12 GNDX-ECM MOTOR WITH BUILT SPEED CONTROLCP- WATER SOFTENER SCHEDULE - SPECIFICATION SECTION 22 30 00ITEMNo.LOCATIONFLECKMODELSYSTEMTYPECONTINUOUSGPM @ PDPEAK GPM @PDRATED CAPACITYGRAINS @ LBS SALTUSAGEREGENERATION TANKBRINE TANKDISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSNo.FT³ RESININSUL. TANKNo.SALT STORAGEPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1REF MACH RMTM-150DOWNFLOW106140--1--1--NR----WEWEWEEXISTWE120/1-0.1EX.EXISTING1/2"C., 2#12 & 1#12 GND-xEXISTING TO BE RELOCATEDWS- BOILER - SPECIFICATION SECTION 23 52 50ITEMNo.DESCRIPTIONLOCATIONMANUFACTURERMODELWEIGHT(LBS)WORKINGPRESSGROSS INPUTNETOUTPUTFLUE SIZEBURNERDISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSCFHTYPEPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1EX. CONDENSINGMEZZANINEAERCOBMK-2.0KN GWB1,65030 PSIG200015876"Ø2,000LOW NOx20:1 TURNDOWN RATIO26----WE2323BOILERMANGEMENTSYSTEM120/1-9 FLAEX.EXISTING1/2"C., 2#12 & 1#12 GNDX-1,650 LBS OPER. WEIGHT. RELOCATE BOILER ASSOCIATED MANAGEMENTSYSTEM AND COMPONENTS, AND CONDENSATE NEUTRALIZATION TANK2EX. CONDENSINGMEZZANINEAERCOBMK-2.0KN GWB1,65030 PSIG200015876"Ø2,000LOW NOx20:1 TURNDOWN RATIO26----WE2323120/1-9 FLAEX.EXISTING1/2"C., 2#12 & 1#12 GNDX-B- CONDENSING UNITS - SPECIFICATION SECTION 23 63 00ITEMNo.DESCRIPTIONLOCATIONMANUFACTURERMODELAMBIENT TEMP.CAPACITY (BTUH)WEIGHT (lbs)EERDISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1AIR COOLEDROOFAAONCFA-060-D-0-8-GC00K95° F540.42254110WENFWEWE-232323AHU CONT.AHU-1.480/3-54100ASWBD1 1/4"C., 3#3 & 1#8 GNDX--CU- FAN- SPECIFICATION SECTION 23 34 00ITEMNo.DESCRIPTIONLOCATIONMANUFACTURERMODELCFME.S.P.W.C.TYPEDRIVEDAMPERFAN RPMWEIGHT(LBS)DISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRREC1HEAT EXH. PRVROOFGREENHECKCUE-141-VG20000.625"CENTRIF.DIRECT14"X14"13697126WEWEECM232323OCCUP.SENSOR, REV.ACT. T'STAT120/11-20ALD2A - 91/2"C., 2#12 & 1#12 GNDX-SPEED CONTROLLER, 500 CFM MIN CONTINUOUS FLOW, ROOF CURB ADAPTER. COATED FOR AMMONIA FUMES.2EMERGENCY EXH.ROOFGREENHECKFJI-18-BI50000.75"STACK UTILITY SETBELT1725474262626232323460/32-20AEHD2A1/2"C., 3#12 & 1#12 GNDX-ROOF CURB ADAPTER, COATED FOR AMMONIA FUMES. EXH. STACK WITH 2500 FPM MINIMUM VELOCITY.FFIXTURE TYPEPLUMBING FIXTURE SCHEDULEMANUFACTURERMODEL NO.PREMARKSACCES. MANUF.MODEL NO.TRIM MANUF.MODEL NO.CONNECTIONSWST.VENTH.W.C.W.8KSTAINLESS STEELOPEN VALVE SIGNSHOWER HEAD, STAY--1-1/4"1-1/4"COMBINATION SHOWER &EYE/FACE WASH.CORROSION RESISTANTASSE 1071 TMVBARBER POLE STRIPE9201E TMVHAWS#8300CRP DRAIN SCHEDULE - SPECIFICATION SECTION 15440ITEMNo.DESCRIPTIONMANUFACTURER MODELWASTEVENTTRAP REMARKS1TRENCH DRAINMEA DRAINPRO-PLUS 2004"2"4"CLASS D DUCTILE IRON SLOTED STARFIX GRATE. 0.5METER SECTION. END OUTLET. 8" WIDE2FLOOR DRAINJOSAM30000-7A-ARE4"2"4"7" ROUND STRAINER. CAST IRON BODY.3FLOOR DRAINJOSAM30000-6A-ARE3"1-1/2"3"6" ROUND STRAINER. CAST IRON BODY.D- AIR SEPARATOR SCHEDULE - SPECIFICATION SECTION 15510ITEMNo.DESCRIPTIONLOCATIONMANUFACTURER MODELSERVICEGPMHEADCONN.SIZE REMARKS1BOILER SYSTEMMEZZANINEBELL & GOSSETTVDT 300PUMPS1301.6 FT3".AS- EXPANSION TANK SCHEDULE - SPECIFICATION SECTION 15510ITEMNo.DESCRIPTIONLOCATIONMANUFACTURER MODELSERVICESIZECAPACITYCONN.SIZE ACCESSORIES REMARKSTANK FITTINGGAUGE GLASS1BOILER SYSTEMMEZZANINEBELL & GOSSETTHFT-110VPUMPS11062 GAL1"...ET- BUFFER TANK SCHEDULE - SPECIFICATION SECTION 15755ITEMNo.DESCRIPTIONLOCATIONMODEL NO.TYPECAP.(GAL)TEMP.RATING TANK FITTING REMARKSTYPESIZEINSUL.INLETOUTLETRECIRC.1BOILER SYSTEMMEZZANINEHBT-120-334-PORT120180HBT120YES3"3"3" .BT- AIR HANDLING UNIT SCHEDULE - SPECIFICATION SECTION 23 81 00ITEM No. A.C. UNIT DATA FAN DATA HEATING DATA COOLING DATA RETURN AIR DATADISC.STARTERCONTROLVOLT/PH.LOADOCPPANEL-CCTCONDUIT & WIRESIZECONN'N REMARKSDESCRIPTIONLOCATIONMANUF.MODELAIRQUANTITY(CFM)E.S.P.("W.C.)B.H.P.COILPOSI-TIONCAP.(MBH)TYPETOTALCAPACITY(MBH)REHEATCOIL CAP.(MBH)FILTERSTYLEPOWER EXHAUSTOUTSIDE AIR INTAKEPROV.BYTYPEFURNBYINSTBYTYPEFURNBYINSTBYWIREBYDEVICELOCATIONWIRINGREQ'MTSH.P.KWDIRRECCFMS.P. "W.C.PERCENTCFMAHU-1NEW AHUMEZZANINEAAONV3-ERB-8-0-162C-1280001.0(2) 2.83HC-1LAST679R-410A DX540.422112" PLEAT----272160WE-WEWEVFDWEWEWEAHU CONTRO.WE480/3(2) 4.020AHD1A - 19,21,231/2"C., 3#12 & 1#12 GNDXSEE NOTES ACCESSORIES KEY1.) DISCONNECT SWITCH FURNISHED AND INSTALLED BY UNIT MANUFACTURER.2.) TEMPERATURE/HUMIDITY SPACE SENSOR FURNISHED BY MANUF, AND INSTALLED BY DIVISION 23.3.) CONDENSATE TRAP FURNISHED BY UNIT MANUFACTURER AND INSTALLED BY DIVISION 23.4.) SMOKE DETECTORS FOR RETURN DUCT FURNISHED AND INSTALLED BY DIVISION 23.5.) ECONOMIZER WITH ENTHALPY CONTROL PROVIDED BY UNIT MANUFACTURER.6.) DISCHARGE SENSOR FURNISHED AND INSTALLED BY DIVISION 23.7.) SEE HC-1A FOR FOR HEATING COIL DATA.8.) SEE CC-1 FOR DX COOLING COIL DATA.9.) SEE HC-1B FOR HOT GAS REHEAT COIL DATA.10.) BACNET PROTOCOLE COMPLIANT VCCX CONTROLLER.AHU-#952CHICAGO12BSILL FAUCETINTERNALCHROMEVALVE IN ACCESSIBLEPROVIDE SHUT-OFFSTOP #293-6LOOSE KEYLOCATION---3/4"FINISH DIRECT EXPANSION COOLING COIL DATA - SPECIFICATION SECTION 15855ITEMNo. COIL DATA AIR DATA REFRIGERANT DATA REMARKS MODEL SIZE (HxL) CAPACITYSENS / TOT (MBH)CFMEAT (F)DB/WBLAT (F)DB/WBF.V.(FPM)P.D("WC)REFRIG.TYPESST(F)1AAON, 6R, 12 FPI17.3 SF540.4/324.98,00089/8 / 72.950.6 / 50.2463.80.84R410A35.67IN AHU-1CC- HYDRONIC HEATING COIL DATA - SPECIFICATION SECTION 15551ITEMNo. COIL DATA AIR DATA HYDRONIC DATA REMARKS MODELSIZE (HxL)CAPACITY(MBH)CFMEAT(F)LAT(F)F.V.(FPM)P.D.("WC)FLUIDEFT(F)LFT(F)FLOW(GPM)PD(FT)1A,AAON, 2R, 12FPI17.57 SF6798,000-2072.5455.30.17PG35150120507.6AHU-11BAAONN/A2118,00055754290.20R410A----HOT GAS REHEAT COIL IN AHU-1HC-KEY:NR = NOT REQUIREDWE = WITH EQUIPMENTNF = NON-FUSEDF = FUSEDES = EQUIP. SUPPLIERDWGS = SEE DRAWINGSBM = BLDG. MANAGEMENT SYSTEM21 = DIVISION 2123 = DIVISION 2325 = DIVISION 2526 = DIVISION 26EG30 = 35% ETHYLENE GLYCOLSOLUTIONSCS = SMOKE CONTROL SYSTEM2211 O'NEIL ROAD ● HUDSON, WI 54016(715) 386-5819 ● (651) 436-2075 ● FAX (715) 386-5879www.stevensengineers.com10/16/2017 10:24:11 AM J:\2017\17090\08-CAD\17090ME101.dwgDwg File:Plotted:Sheet No.:Sheet Title:Revisions:DateProject No.Checked ByDrawn ByCertification:Location:Project:Consultants:CONSTRUCTIONDOCUMENTSNo.DateDescriptionStructural - Mechanical - ElectricalConsulting Engineers43926__/__/2017 I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the State ofMinnesota.SignaturePrinted NameRegistration NumberDateJEFFREY A. PIEHL14452 HAYES RD.APPLE VALLEY, MN 55124APPLE VALLEY SPORTSICE ARENAICE SYSTEM REPLACEMENTSignaturePrinted NameRegistration NumberDate__/__/2017 42801FREDERIC A. DECOURTMECHANICAL ANDELECTRICALSCHEDULES ME101NOT FORCONSTRUCTION 48" 48" 48" OS EQUIPMENT TAG KEY NOTE 54" 54" 54" AUTOMATIC TRANSFER SWITCH DISTRIBUTION PANELBOARD LTG/REC PANELBOARD COMBINATION STARTER-DISCONNECT MOTOR STARTER SWITCH CONTACTOR METER GROUND THERMOSTAT PUSHBUTTON STARTER 18" 18" 18" 18" 18" 18" 18" 18" LC LR PC HB CR MD RX MD GB GB AC EL ES ML KP SEC SEC SEC C S S V M M TV TV J T C M ET ET P W REFRIGERATION CONTROL CONDUIT J SMOKE DETECTOR -PHOTOELECTRIC DUCT SMOKE DETECTOR -PHOTOELECTRIC DUCT SMOKE DETECTOR -IONIZATION REQUEST TO EXIT MOTION DETECTOR ELECTRICAL SYMBOLS BATTERY PACK -3 HEAD EXIT LIGHT -CEILING SITE LIGHT -POLE MOUNT SWITCH -PILOT LIGHT SWITCH -DIMMER OCCUPANCY SENSOR LIGHTING CONTACTOR LOW VOLTAGE RELAY REMOTE HEADS -SINGLE, DOUBLE, TRIPLE PHOTO-CELL D SWITCH -SIMPLEX FLOOD LIGHT IN-GRADE FIXTURE EXIT LIGHT -WALL CCTV CAMERA -CEILING EMERGENCY TELEPHONE EMERGENCY TELEPHONE -BOLLARD SECURITY SYSTEM CONTROL PANEL DOOR CONTROL PANEL CCTV CAMERA -PAN TILT ZOOM CCTV CAMERA -WALL GLASS BREAK DETECTOR -WALL ELECTRIC LOCK MAGNETIC LOCK VEHICLE DETECTION LOOP KEYPAD ARMING STATION ELECTRIC STRIKE ALARM CONTACTS GLASS BREAK DETECTOR -CEILING MOTION DETECTOR -WALL MOTION DETECTOR -CEILING TAMPER SWITCH CARD READER HELP BUTTON HEADS PER DRAWINGS STRIP FLUORESCENT WALL MOUNTED LIGHT FIXTURE INT/EXT WALL FIXTURE/SCONCE 1X4 LIGHT FIXTURE -EMERGENCY 2X2 LIGHT FIXTURE -EMERGENCY 2X4 LIGHT FIXTURE -EMERGENCY STRIP/WRAP -EMERGENCY DOWNLIGHT -EMERGENCY WALLWASHER -EMERGENCY LIGHTING TRACK/BUSWAY - BATTERY PACK WALLWASHER HIGH BAY 2X2 LIGHT FIXTURE DOWNLIGHT 2X4 LIGHT FIXTURE MNT HT LIGHTING SYMBOLS SYMBOL DESCRIPTION 1X4 LIGHT FIXTURE 80" 54" 54" 80" 48" 80" HEAT DETECTOR DOOR HOLD OPEN FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL HORN FLOW SWITCH BELL AUDIBLE/VISUAL ALARM ANNUNCIATOR SMOKE DETECTOR -IONIZATION MANUAL PULL SYSTEMS SYMBOLS SYMBOL 80" MNT HT VISUAL ALARM ANNUNCIATOR DESCRIPTION JUNCTION BOX -FLOOR PUSHBUTTON TV OUTLET -WALL POWER/DATA RACEWAY TV OUTLET -CEILING MISCELLANEOUS SYMBOLS 18" 54" BELL CHIME BUZZER F FUSED DISCONNECT SWITCH DISCONNECT SWITCH MOTOR POWER SYMBOLS TELEPHONE BACKBOARD DATA OUTLET -FLOOR VOICE/DATA OUTLET DATA OUTLET DUAL DATA -FLOOR DUAL DATA VOICE/DATA OUTLET -FLOOR SPEAKER -CEILING VOLUME CONTROL MICROPHONE -WALL MICROPHONE -FLOOR SPEAKER -WALL CLOCK OUTLET 54" 54" HORN 18" 18" 18" TELEPHONE OUTLET TELEPHONE OUTLET -WALL TELEPHONE OUTLET -FLOOR SYSTEMS SYMBOLS DESCRIPTIONSYMBOL 54" 18" MNT HT SYMBOL MNT HT RECEPTACLE -SPECIAL PURPOSE -SEE DWGS RECEPTACLE -SPECIAL PURPOSE -SEE DWGS RECEPTACLE -QUAD FLOOR EMERGENECY RECEPTACLE -QUADPLEX FLOOR JUNCTION BOX -CEILING JUNCTION BOX -WALL RECEPTACLE -DUPLEX FLOOR RECEPTACLE -SWITCHED RECEPTACLE -DUPLEX EMERGENCY RECEPTACLE -CEILING MOUNT RECEPTACLE -QUADPLEX EMERGENCY RECEPTACLE -QUADPLEX RECEPTACLE -DUPLEX RECEPTACLE -SIMPLEX DESCRIPTION P D J FAAP FACP FS LT TS S S COMPUTER RECEPTACLE -DUPLEX COMPUTER RECEPTACLE -QUADPLEX COMPUTER RECEPTACLE -DUPLEX CEILING MOUNT COMPUTER RECEPTACLE -QUADPLEX CEILING MOUNT COMPUTER RECEPTACLE -QUADPLEX FLOOR COMPUTER RECEPTACLE -DUPLEX FLOOR EXIT LIGHT w/HEADS -WALL F F F F F F F F I DP DI H H B H DCP SCP 2 ATS S WALL SWITCH OCCUPANCY SENSOR OS F F 110cd 110cd FIRE ALARM CEILING MTD STROBE FIRE ALARM CEILING MTD HORN/STROBE ABOVE COUNTERAC S 48"SWITCH -3 WAY3S EXTERIORINTERIORUTILITY TRANSFORMER 3 T 75KVA 1 M HD1A 277/480V 225A 1 800A MSB 277/480V 1 LD1A-2 120/208V 200A 1 LD1A-1 120/208V 200A 1 11 MEZZANINE MAIN LEVEL ELECTRICAL ROOM 3 3 T 1 EHD2A 277/480V 1 ELD2A 120/208V 1 11 MCC-D202 277/480V 1 HD2A 277/480V 1 TO EXISTING GENERATOR EXTERIORINTERIORUTILITY TRANSFORMER 4 MEZZANINE T 75KVA 1 MAIN LEVEL HD1A 277/480V 225A 1 800A MSB 277/480V 1 LD1A-2 120/208V 200A 1 LD1A-1 120/208V 200A 1 11 ELECTRICAL ROOM M 1600A CT CABINET (5) 3 1/2"C., 4#400 KCMIL CU & 1#3/0 CU GND BY UTILITY(2) 3 1/2"C., 4#500 KCMIL CU & 1#1/0 CU GND NEW 600A ICE DISC. NEW ICE PLANT MCC (BY OTHERS)REFRIGERATION ROOM 2 (2) 3"C., 4#350 KCMIL CU & 1#1 CU GND NEW LD2A 120/208V 100A NEW T-D2A 30KVA 1 1/4"C., 4#3 KCMIL CU & 1#8 CU GND 1"C., 3#6 KCMIL CU & 1#10 CU GND 5 T 1 EHD2A 277/480V 1 ELD2A 120/208V 1 11 MCC-D202 277/480V 1 HD2A 277/480V 1 TO EXISTING GENERATOR 6 7 (2) 3"C., 4#350 KCMIL CU & 1#1 CU GND RISER IS SCHEMATIC ONLY & IS NOT INTENDED TO BE USED FOR DETERMINING PANEL ENTRANCE POSITIONS, CONDUIT FITTINGS, ETC. DEVICES SHOWN SHADED & SOLID ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. DEVICES SHOWN DARK & SOLID ARE NEW. A. B. C. RISER DIAGRAM GENERAL NOTES 1 EXISTING TO REMAIN. FINAL CONNECTION TO THE MCC IS BY THE ICE SYSTEM INSTALLER. DISCONNECT & COMPLETELY REMOVE. PROVIDE CONCRETE TRANSFORMER PAD PER UTILITY COMPANY REQUIREMENTS. COORDINATE WITH UTILITY COMPANY PRIOR TO ANY WORK. PROVIDE A NEW 60 AMP 3-POLE BREAKER IN EXISTING SWITCHBOARD TO FEED NEW TRANSFORMER. PROVIDE A LABEL AS FOLLOWS: SERVICE DISCONNECT 1 OF 2. PROVIDE A LABEL AS FOLLOWS: SERVICE DISCONNECT 2 OF 2. RISER DIAGRAM KEYNOTES 2 3 4 5 6 7 Jeffery A. Piehl 9100 49th Ave. North Minneapolis, MN 55428 tel: (763) 367-7600 fax: (763) 367-7601 Nelson-Rudie & Assoc., Inc. Structural - Mechanical - Electrical Consulting Engineers 43926 Revisions: © STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVED Sheet Title: Sheet No.: Scale: Date Project No. Checked By Drawn By Date Registration Number Signature I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the State of Minnesota. Certification: Location: Project: Consultants: CONSTRUCTION DOCUMENTS E000 14452 HAYES RD. APPLE VALLEY, MN 55124 APPLE VALLEY SPORTS ICE ARENA ICE SYSTEM REPLACEMENT PTL JAP 17-090 9/24/2018 9/24/2018 ELECTRICAL TITLE SHEET & RISER DIAGRAMS ELECTRICAL SHEET INDEX E000 ELECTRICAL TITLE SHEET & RISER DIAGRAMS E100 ELECTRICAL PLANS E400 ELECTRICAL SCHEDULES ED100 ELECTRICAL DEMOLITION PLANS REFER TO SHEET ME101 FOR MOTOR SCHEDULES NO SCALEE000 1 PARTIAL DEMO ELECTRICAL RISER DIAGRAM NO SCALEE000 2 PARTIAL NEW ELECTRICAL RISER DIAGRAM No. Date Description NOT F O R CON S T R U C TI O N UP F FF P F P F P F FELECTRICAL ROOM VESTIBULE REFRIGERATION ROOM 855 S.F. MEP AREA UTILITY VILTERVILTER VILTER VILTERVILTER VILTER 2'-6" MIN. 4'-0" MIN. 3'-6" CLEAR MIN. J MM JFT T TS DP THESE PLANS WERE PREPARED USING EXISTING CONSTRUCTION DOCUMENTS AND CASUAL FIELD OBSERVATION. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS ON SITE, AND NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL MAINTAIN SERVICE TO ALL DOWNSTREAM DEVICES AND EQUIPMENT AFFECTED BY REMODELING. PROVIDE NEW CONDUITS, WIRING AND CONNECTIONS AS REQUIRED. EXISTING DATA, TELEPHONE AND LOW VOLTAGE CABLING THAT IS ABANDONED MUST BE REMOVED FROM THE BUILDING, OR COILED, LABELED AS 'FUTURE' AND INDICATING LOCATIONS AT BOTH ENDS, PER THE NEC. CONTRACTOR SHALL COORDINATE WITH THE OWNER, OR OWNERS REPRESENTATIVE. ELECTRICAL DEVICES SHOWN SOLID, LIGHT & MARKED WITH AN 'EX' ARE EXISTING TO REMAIN. MAINTAIN CIRCUITING AS NEEDED. ALL NEW CONDUITS TO BE CONCEALED IN WALLS. STUB VOICE/DATA CONDUITS INTO ACCESSIBLE CEILING SPACE. PROVIDE NEW FIRE ALARM DEVICES AND CONNECT TO EXISTING SYSTEM. NEW ADDRESSABLE DEVICES SHALL BE CONNECTED TO A NEW LOOP EXTENDED FROM THE EXISTING CONTROL PANEL. FIELD VERIFY SITE CONDITIONS. ADD NAC PANELS AS REQUIRED FOR STROBES AND HORN STROBES ADDED. SEE SPECIFICATIONS. MOTORS MARKED WITH A (E) IN FRONT OF THE TAG ARE EXISTING TO REMAIN. A. B. C. D. E. F. G. H. GENERAL NOTES 1 ALL ELECTRICAL DEVICES IN THIS ROOM ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. EXISTING ELECTRICAL DEVICE TO REMAIN. CONNECT NEW LIGHT FIXTURE TO NEAREST EXISTING EMERGENCY CIRCUIT IN PANEL EHD2A. FINAL CONNECTION TO THE MCC IS BY THE ICE SYSTEM INSTALLER. TIE NEW MONITOR MODULE INTO EXISTING FIRE ALARM CONTROL PANEL LOCATED IN THE ELECTRICAL ROOM ON THE SOUTHWEST CORNER OF THE CUSTODIAL SHOP IN THE HIGH SCHOOL BUILDING (APPROXIMATELY 100 FEET FROM THE NORTHWEST CORNER OF THE ICE ARENA). PROVIDE A BODINE #GTD-20A OR EQUIVALENT GENERATOR TRANSFER DEVICE RELAY TO ALLOW SWITCHING THIS EMERGENCY FIXTURE. CONNECT TO EMERGENCY GENERATOR CIRCUIT IN EXISTING PANEL EHD2A, ROOM LIGHTING CIRCUIT & SWITCHED ROOM LIGHTING CIRCUIT. PROVIDE A 120V CIRCUIT FOR AMMONIA LEAK DETECTION PANEL. VERIFY CONTROL CONNECTIONS TO MECHANICAL EXHAUST FANS & LOUVERS WITH REFRIGERATION & MECHANICAL CONTRACTORS. ROUTE THIS LIGHT FIXTURE TO AVAILABLE 20A/1P CIRCUIT IN EXISTING PANEL HD1A. CIRCUIT NUMBER GIVEN IS FOR REFERENCE ONLY. KEYNOTES 2 3 4 5 6 7 8 UTILITY TRANSFORMER FIRE ALARM NAC PANEL LD1A-1 LD1A-2 HD1A SWBD T-1 MDF EX 3 4 b a 3 3 3 b b E E XW BOILER MANAGEMENT SYSTEM PRV CONTROLS ARENA EX GFCI EX CT CABINET EX EX EX EX EX EX EX EXEX EX 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 XW 3 3 3 3 3 3 3 3 2 15cd 30cd ICE DISCONNECT a K b 10 K b K b 10 K b K b 10 K b K b K a K a 3 LD2A T-D2A 48" 31 32 Z.2 Y.2 X.2 4 K 5 3 3 (E)UH X 7 30cd UH 2 UH 1 6 6 6 6 48" LD2A/ 1 48" LD2A/ 3 LD2A/ 3 LD2A/ 3 WS 1 48" 31 3230 Z.2 Y.2 X.2 EF 1 EF 2 B 1 B 2 CP 2 CP 1 CU 1 (ON ROOF) AHU 1 (E)UH X 1 1 MCC-D202 EHD2A T ELD2A HD2A CP 3 CP 4 (E)S 15 1/4" = 1'-0"E100 1 ELECTRICAL PLAN - PARTIAL MAIN LEVEL Jeffery A. Piehl 9100 49th Ave. North Minneapolis, MN 55428 tel: (763) 367-7600 fax: (763) 367-7601 Nelson-Rudie & Assoc., Inc. Structural - Mechanical - Electrical Consulting Engineers 43926 Revisions: © STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVED Sheet Title: Sheet No.: Scale: Date Project No. Checked By Drawn By Date Registration Number Signature I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the State of Minnesota. Certification: Location: Project: Consultants: CONSTRUCTION DOCUMENTS E100 14452 HAYES RD. APPLE VALLEY, MN 55124 APPLE VALLEY SPORTS ICE ARENA ICE SYSTEM REPLACEMENT PTL JAP 17-090 9/24/2018 9/24/2018 ELECTRICAL PLANS 1/4" = 1'-0"E100 2 ELECTRICAL PLAN - 2ND LEVEL No. Date Description NOT F O R CON S T R U C TI O N 1. NOT USED. LIGHT FIXTURE SCHEDULE NOTES Jeffery A. Piehl 9100 49th Ave. North Minneapolis, MN 55428 tel: (763) 367-7600 fax: (763) 367-7601 Nelson-Rudie & Assoc., Inc. Structural - Mechanical - Electrical Consulting Engineers 43926 Revisions: © STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVED Sheet Title: Sheet No.: Scale: Date Project No. Checked By Drawn By Date Registration Number Signature I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the State of Minnesota. Certification: Location: Project: Consultants: CONSTRUCTION DOCUMENTS E400 14452 HAYES RD. APPLE VALLEY, MN 55124 APPLE VALLEY SPORTS ICE ARENA ICE SYSTEM REPLACEMENT PTL JAP 17-090 9/24/2018 9/24/2018 ELECTRICAL SCHEDULES 1) DISCONNECT & REMOVE 400 AMP REFRIGERATION FEEDER. 400 AMP BREAKER TO BE A SPARE BREAKER. Notes: Equipment 132864 VA 100.00% 132864 VA Total Est. Demand Current:255 A Receptacle 720 VA 100.00% 720 VA Total Conn. Current:275 A Other 500 VA 100.00% 500 VA Total Est. Demand:212283 VA Motor 80358 VA 80.00% 64286 VA Total Conn. Load:228355 VA Lighting 13913 VA 100.00% 13913 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:275 A Total Conn. Load:228355 VA 6 5 CU-1 3 200 A 100 A 54000 VA NEW FEED & BREAKER 4 T-D2A 3 60 A 60 A 7628 VA NEW FEED & BREAKER 3 EXISTING: MCC-D202 3 200 A 200 A 132864 VA EXISTING FEED 2 SPARE 3 -- 400 A 0 VA NOTE 1 1 HD1A 3 200 A 200 A 33863 VA EXISTING FEED CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Enclosure: Mounting:SURFACE Wires:4 Mains Rating:800 A Supply From:CT CABINET Phases:3 Mains Type:MCB Location:ELECTRICAL ROOM Volts:480/277 Wye A.I.C. Rating:EXISTING Switchboard: SWBD Notes: Total Est. Demand Current:18 A Total Conn. Current:21 A Receptacle 720 VA 100.00% 720 VA Total Est. Demand:6346 VA Other 500 VA 100.00% 500 VA Total Conn. Load:7628 VA Motor 6408 VA 80.00% 5126 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:27 A 32 A 32 A Total Load:2914 VA 3597 VA 3597 VA 29 SPACE -- --0 VA / 0 VA -- -- SPACE 30 27 SPACE -- -- 0 VA / 0 VA -- -- SPACE 28 25 SPACE -- -- 0 VA / 0 VA -- -- SPACE 26 23 SPACE -- --0 VA / 0 VA -- -- SPACE 24 21 SPACE -- -- 0 VA / 0 VA -- -- SPACE 22 19 SPACE -- -- 0 VA / 0 VA -- -- SPACE 20 17 SPACE -- --0 VA / 0 VA -- -- SPACE 18 15 SPARE 20 A 1 0 VA / 0 VA -- -- SPACE 16 13 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 14 11 SPARE 20 A 1 0 VA / 0 VA 1 20 A SPARE 12 9 EF-1 20 A 1 1920 VA / 0 VA 1 20 A SPARE 10 7 UH-2 20 A 1 500 VA / 957 VA -- -- --8 5 UH-1 20 A 1 160 VA / 957 VA 2 20 A CP-4 6 3 REC: REFRIGERATION & ELEC RM 20 A 1 720 VA / 957 VA ---- --4 1 AMONIA LEAK DETECTION PANEL 20 A 1 500 VA / 957 VA 2 20 A CP-3 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: Mounting:Surface Wires:4 Mains Rating:100 A Supply From:T-D2A Phases:3 Mains Type:MCB Location:ELECTRICAL ROOM Volts:120/208 Wye A.I.C. Rating:10,000 Branch Panel: LD2A LIGHT FIXTURE SCHEDULE ID FIXTURE TYPE MOUNTING TYPE VOLTAGE WATTAGE LAMPS DESCRIPTION MANUFACTURER CATALOG NUMBER NOTES E SINGLE FACE EXIT SIGN WALL 277 V 5 VA LED WHITE THERMOPLASTIC HOUSING, SELF-DIAGNOSTICS, RED STENCIL LETTERS LITHONIA LQM-S-W-3-R-120/277-SD EMERGI-LITE W-PREM SNX-DN-R DUAL-LITE EVE-U-R-W-E-I EX EXISTING LIGHT FIXTURE TO REMAIN 277 V K 4' STRIPLIGHT CHAIN HUNG 277 V 21 VA 3,000L/3500K LED FLAT DIFFUSER, 80 CRI, FIXTURE TO BE WHITE LITHONIA CLX L48 3000LM SEF FDL MVOLT 35K 80CRI WH HC36 WILLIAMS 75L 4 L32/835 A12125 DIM UNV COLUMBIA LCL 4 30 ML ED U CSHC XW EXTERIOR WALL SCONCE WALL 277 V 50 VA 4000K LED COLOR TO BE BLACK, PHOTOCELL, BATTERY BACKUP, COLD WEATHER OPERATION, SELF-DIAGNOSTICS LITHONIA WST LED P3 40K VF MVOLT PE E20WC DBLXD SPAULDING TRP-3-L4K-053-4-BL-BBU FOR BATTERY BACKUP MCGRAW-EDISON IST AF 1000 LED E2 T3 BK 7050 1) EXISTING PANEL IS NOT NUMBERED AS SHOWN ABOVE. ROUTE NEW CIRCUITS TO AVAILABLE SPACE IN PANEL. Notes: Total Est. Demand Current:36 A Total Conn. Current:41 A Total Est. Demand:29873 VA Motor 19950 VA 80.00% 15960 VA Total Conn. Load:33863 VA Lighting 13913 VA 100.00% 13913 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:57 A 47 A 47 A Total Load:14960 VA 12253 VA 12253 VA 23 ---- --3880 VA / 0 VA -- -- Space 24 21 ---- -- 3880 VA / 0 VA -- -- Space 22 19 AHU-1 20 A 3 3880 VA / 0 VA -- -- Space 20 17 Space -- --0 VA / 0 VA -- -- Space 18 15 LTG: EXISTING RM 115,114 20 A 1 2770 VA / 0 VA -- -- Space 16 13 LTG: EXISTING RM 107,11,112,102,103,104 20 A 1 2770 VA / 0 VA -- -- Space 14 11 Space -- --0 VA / 0 VA -- -- Space 12 9 LTG: EXISTING RM 128,127,116,117,118 20 A 1 2770 VA / 63 VA 1 20 A LTG: REFRIGERATION ROOM 10 7 LTG: EXISTING RM 122,123,133,134 20 A 1 2770 VA / 277...1 20 A LTG: EXISTING WALL 8 5 ---- --0 VA / 2770 VA -- -- --6 3 ---- -- 0 VA / 2770 VA -- -- --4 1 EXISTING T-1 100 A 3 0 VA / 2770 VA 3 20 A EXISTING ZAMBONI FIRE DOOR 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: Mounting:SURFACE Wires:4 Mains Rating:225 A Supply From:SWBD Phases:3 Mains Type:MLO Location:ELECTRICAL ROOM Volts:480/277 Wye A.I.C. Rating:EXISTING Branch Panel: HD1A No. Date Description NOT F O R CON S T R U C TI O N J FF UP 1 ALL ELECTRICAL DEVICES IN THIS AREA ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. EXISTING UTILITY TRANSFORMER TO BE REVISED. REFER TO SHEET E100 FOR NEW LOCATION. COORDINATE WITH UTILITY COMPANY. DISCONNECT & REMOVE ELECTRICAL DEVICE. EXISTING ELECTRICAL DEVICE TO REMAIN. DISCONNECT & REMOVE 400 AMP REFRIGERATION FEEDER BACK TO SWITCHBOARD. 400 AMP BREAKER TO BE A SPARE BREAKER. KEYNOTES 2 4 3 5 EXISTING CONDITIONS WERE DETERMINED FROM EXISTING PLANS & CASUAL FIELD OBSERVATION. IT IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR TO DETERMINE WHERE AS-BUILT CONDITIONS VARY. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. NOTIFY ARCHITECT IF THERE ARE DISCREPENCIES BETWEEN THE DRAWINGS & THE FIELD CONDITIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS AT JOB SITE PRIOR TO BIDDING & START OF CONSTRUCTION. IF DISCREPENCIES ARE FOUND, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES & ORDINANCES. CUTTING & PATCHING OF EXISTING WALLS, FLOORS & CEILINGS REQUIRED FOR INSTALLATION OF NEW WORK OR REMOVAL OF EXISTING WORK SHALL BE PROVIDED BY ARCHITECTURAL SPECIFICATIONS. ELECTRICAL WORK BY DIVISION 26. VERIFY SIZE & LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. REMOVE ELECTRICAL DEVICES, LIGHT FIXTURES & EQUIPMENT AS INDICATED BY A DASHED & DARK LINE. REMOVE PIPE & WIRE BACK TO NEAREST J- BOX OR PANEL AS REQUIRED. MAINTAIN ELECTRICAL SERVICE TO DOWNSTREAM DEVICES TO REMAIN. PROVIDE NEW PIPE, WIRE & CONNECTIONS AS REQUIRED. VERIFY LOCATION OF ALL OBSTRUCTIONS: STRUCTURE, PIPING, DUCTWORK, EQUIPMENT & EXISTING CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT OF DISCREPENCIES. UPDATE PANEL SUMMARIES IN ALL EXISTING ELECTRICAL PANELS. PROVIDE NEW TYPED SUMMARIES IN ALL NEW & MODIFIED EXISTING PANELBOARDS. DEVICES SHOWN SHADED, SOLID & MARKED WITH AN 'EX' ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. PROVIDE BLANK STAINLESS STEEL COVERPLATES ON ALL ABANDONED BOXES. ALL RACEWAY TO BE SURFACE MOUNTED FOR ANY EXISTING WALLS & COLUMNS. MOTORS MARKED WITH A (E) IN FRONT OF THE TAG ARE EXISTING TO REMAIN. A. B. C. D. E. F. G. H. I. J. K. L. M. N. GENERAL NOTES MDF EX T-1 HD1A LD1A-2 LD1A-1 FIRE ALARM NAC PANEL SWBDBOILER MANAGEMENT SYSTEM PRV CONTROLS ARENA 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 1 1 EX GFCI 5 UTILITY TRANSFORMER EX EX EX EX EX EX EX 3 4 4 4 4 31 32 Z.2 Y.2 X.2 P 2 P 1 B 2 B 1 (E)UH X EX WS 1 31 3230 Z.2 Y.2 X.2 S 14 (E)UH X 1 1 MCC-D202 EHD2A T ELD2A HD2A (E)S 15 Jeffery A. Piehl 9100 49th Ave. North Minneapolis, MN 55428 tel: (763) 367-7600 fax: (763) 367-7601 Nelson-Rudie & Assoc., Inc. Structural - Mechanical - Electrical Consulting Engineers 43926 Revisions: © STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVED Sheet Title: Sheet No.: Scale: Date Project No. Checked By Drawn By Date Registration Number Signature I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the State of Minnesota. Certification: Location: Project: Consultants: CONSTRUCTION DOCUMENTS ED100 14452 HAYES RD. APPLE VALLEY, MN 55124 APPLE VALLEY SPORTS ICE ARENA ICE SYSTEM REPLACEMENT PTL JAP 17-090 9/24/2018 9/24/2018 ELECTRICAL DEMOLITION PLANS 1/4" = 1'-0"ED100 1 ELECTRICAL DEMO PLAN - PARTIAL MAIN LEVEL 1/4" = 1'-0"ED100 2 ELECTRICAL DEMO PLAN - 2ND LEVEL No. Date Description NOT F O R CON S T R U C TI O N ICE RINK LEGEND,SYBMOLS& ABBREVIATIONSR001Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTLEGENDSYMBOLSEQUIPMENT TAGSALT ALTERNATEAMP AMPEREAPPROX APPROXIMATEARCH ARCHITECT / ARCHITECTURALBHPBREAK HORSEPOWERBLDG BUILDINGBTU BRITISH THERMAL UNITC CELSIUSCFM CUBIC FEET PER MINUTECO CLEANOUTCONNCONNECTIONCW COLD WATERDEMO DEMOLITIONDIA DIAMETERDWG DRAWINGDX DIRECT EXPANSIONEA EACHELEC ELECTRICELEVELEVATIONEQUIP EQUIPMENTEX EXISTINGEXHEXHAUST EXPANSIONF FAHRENHEITFD FLOOR DRAINFFE FINISHED FLOOR ELEVATIONFT FOOT OR FEETGAL GALLONSGPMGALLONS PER MINUTEHDRHEADERHDPEHIGH DENSITY POLYETHYLENEHTHEIGHTHRHOURSHPHORSEPOWERHVACHEATING, VENTING, AIR CONDITIONINGHXHEAT EXCHANGERHZHERTZIDINSIDE DIAMETERINVINVERTKWKILOWATTKWHKILOWATT HOURLBSPOUNDSLF LINEAR FEETMAXMAXIMUMMBH THOUSAND BTU'S/HOURMCC MOTOR CONTROL CENTERMILMILMINMINIMUMMECHMECHANICALNANOT APPLICABLENC NORMALLY CLOSEDNO NORMALLY OPENNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETERPH PHASE (ELECTRIC)POLYPOLYETHYLENE PIPEPSIPOUNDS PER SQUARE INCHPVC POLYVINYL PIPEREBARREINFORCEMENTREQ'DREQUIREDRH RELATIVE HUMIDITYRMROOMRPM REVOLUTIONS PER MINUTESF SQUARE FEETSPECSPECIFICATIONSSSTAINLESS STEELSTD STANDARDTEMO TEMPERATURETPTEMPERATURETYP TYPICALV VOLTSVFD VARIABLE FREQUENCY DRIVEW/ WITHW/O WITHOUTBBOILERC COMPRESSORCP CHEMICAL FEED PUMPCUCONDENSING UNITEH ELECTRIC UNIT HEATEREF EXHAUST FANH HEAT EXCHANGERLLOUVERPPUMPPUPUMPER DRUMSP SUMP PUMPT TANKV VESSELWH WATER HEATERWS WATER SOFTNERXXCENTER LINESPOT ELEVATIONSFLOW ARROWBURIED / COVEREDFENCERISEREXISTING MATERIALS TOBE REMOVEDEXISTINGPROPOSEDOIL COOLER LINEHIGH PRESSURE LIQUID REFRIGERANTHIGH PRESSURE GAS/VAPOR REFRIGERANTLOW PRESSURE GAS/VAPOR REFRIGERANTEQUALIZATION LINEVENT LINEBRINE SUPPLYBRINE RETURNCONDENSER WATER SUPPLYCONDENSER WATER RETURNCOLD WATER SUPPLYCOLD WATER RETURNFILL LINEDRAINHOT/COLD WATER SUPPLYHOT/COLD WATER RETURNGASOCLELATVBSBRCSCRCWSCWRFILLDHCSHCRGOCLELATVBSBRCSCRCWSCWRFILLDHCSHCRGLOW PRESSURE LIQUID REFRIGERANTGLYCOL SUPPLYGLYCOL RETURNGSGRGSGRSANITARY SEWER BELOW FLOORSSSSSECTIONOIL RETURN LINEORLORLPROPOLYNE GLYCOL SUPPLYPROPOLYNE GLYCOL RETURNPSPRPSPRNOTE: NOT ALL SYMBOLS, ABBREVIATIONS OR LINETYPESSHOWN ON THIS SHEET ARE USED IN THIS SET OF DRAWINGS.AIR SEPARATOR (INLINE)AUTOMATIC VENTBALL VALVEBUCKET TRAPCHECK VALVEFLOW ARROWFLOW SWITCHFLOAT SWITCHPRESSURE SWITCHREDUCERRELIEF VALVESIGHT GLASS (IN-LINE)SOLENOID VALVELONG RADIUS ELBOWEQUIPMENT TAGCONTROL SYSTEM NOTECONT. NOTE (SAME SHEET)CONT. NOTE (SEPERATE SHEET)REVISION NOTEFLANGEFLEXIBLE CONNECTORGAS DETECTORGATE VALVEGLOBE VALVE W/ SEAL CAPGLOBE VALVE W/ SEAL CAP,ANGLEPRESSURE GAGE AND COCKPRESSURE REGULATING VALVESTRAINER (REFRIGERANT)STRAINER (BRINE/GLYCOL)SUCTION DIFFUSERTHERMOMETERTHERMOSTAT, ELECTRICTHREE-WAY VALVESHORT RADIUS ELBOWUNIONWATER METERLEVEL EYELIQUID DRAINERSIGHT GLASS (EXTERNAL)FLOAT SWITCH (PILOT TYPE)BUTTERFLY VALVEABBREVIATIONSEXPANSION VALVE, THERMOSTATICEXPANSION VALVE, AUTOMATICEXPANSION VALVE, HANDFLOAT VALVE, HIGH SIDEAIR LINECHECK , SPRING VALVENEEDLE VALVEAIR VENT, MANUALPITCH OF PIPE, RISE (R) DROP (D)THERMOMETER WELL, ONLYFLOAT VALVE, LOW SIDETHERMAL BULBBACK PRESSUREREGULATING VALVETHERMOSTAT, SELF-CONTAINEDTHERMOSTAT, REMOTE BULBFILTER AND DRIERVIBRATION ABSORBEROIL SEPARATORRUPTURE DISKFLOW CONTROL VALVE11KEYNOTECONTINUATION - SAME SHEETCONTINUATION - SEPARATE SHEETTRIPLE DUTY VALVE1LPVRHPVRLPLRHPLRLPVRHPVRLPLRHPLRNOT FORCONSTRUCTION UPUP14414433223R28'-0" TO FACE OF DASHERSR28'-8" TO PERIMETER CONCRETE(FIELD VERIFY)3200'-0" TO FACE OF DASHERS201'-4" TO PERIMETER CONCRETE(FIELD VERIFY)85'-0" TO FACE OF DASHERS86'-4" TO PERIMETER CONCRETE(FIELD VERIFY)LOBBYZAMBONIROOM3REFRIGERATIONROOM56ST STSTS T ST STSTVSTSTST Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTICE RINK FLOORDEMOLITION PLANRD100SEE SHEET RD1011.EXISTING CONDITIONS WERE DETERMINED FROM SITEOBSERVATIONS AND VERY LIMITED EXISTING PLANSINFORMATION. AS-BUILT INFORMATION WAS NOTAVAILABLE.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTINGDIMENSIONS AND CONDITIONS PRIOR TO BIDDING ANDSTART OF CONSTRUCTION. NOTIFY THE ENGINEER IFTHERE ARE DISCREPANCIES BETWEEN THE DRAWINGS ANDTHE FIELD CONDITIONS.3.DO NOT SCALE DRAWINGS.4.VERIFY LOCATION OF BURIED UTILITIES PRIOR TODEMOLITION. VERIFY SIZE, LOCATION AND INVERTELEVATION OF NEW AND EXISTING UTILITIES PRIOR TOBEGINNING WORK.5.WORK SHOWN HATCHED SHALL BE REMOVED.6.INSTALL ALL PROTECTION SYSTEMS AS REQUIRED PRIORTO STARTING DEMOLITION WORK.7.REMOVE AND DISPOSE OF ALL PIPING, VALVES, HANGERS,CONTROLS, ELECTRICAL AND OTHER MATERIALSASSOCIATED WITH EQUIPMENT THAT IS SPECIFIED TO BEREMOVED UNLESS OTHERWISE NOTED.8.DRAIN ALL SYSTEMS PRIOR TO DEMOLITION. DISPOSE OFALL FLUIDS OFF-SITE.9.CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODESAND ORDINANCES.10.CUT, PATCH AND PAINT EXISTING WALLS, FLOORS ANDCEILINGS AS REQUIRED FOR INSTALLATION OF NEW WORKOR REMOVAL OF EXISTING WORK.11.IDENTIFY ALL RESTRICTIONS PRIOR TO CUTTING THROUGHEXISTING WALLS, FOUNDATION WALLS, OR PRECASTPANELS.12.REMOVE FIXTURES AND EQUIPMENT AS INDICATED. CAPPIPING SUCH THAT NEW CONSTRUCTION AND FINISHESCAN BE COMPLETED AS INDICATED AND REQUIRED.13.ANY DAMAGE TO THE PERIMETER CONCRETE CAUSED BYDEMOLITION SHALL BE REPAIRED BY THE CONTRACTOR.14.CLEAN ALL FLOOR AND WALL SURFACES AFTERDEMOLITION.15.PATCH AND PAINT ALL HOLES LEFT BY DEMOLITION.16.REMOVE ALL EXISTING ELECTRICAL COMPONENTS,CONDUITS, WIRING, ETC. ASSOCIATED WITH REMOVEDEQUIPMENT.17.RELOCATE ALL ELECTRICAL COMPONENTS, CONDUITS,WIRING, ETC. THAT CONFLICT WITH NEW CONSTRUCTION.18.PROTECT ALL ELECTRICAL ASSOCIATED WITH EQUIPMENTTO REMAIN.19.SEE DEMOLITION REQUIREMENTS FOR OTHERMECHANICAL, ELECTRICAL, AND BUILDING SYSTEMSSHOWN ELSEWHERE.20.ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BEDISPOSED OF OFF SITE BY CONTRACTOR.GENERAL NOTES:XKEY NOTES:1.REMOVE AND DISPOSE OF EXISTING ICE RINK FLOOR IN ITSENTIRETY, INCLUDING BUT NOT LIMITED TO:A.5" CONCRETE FLOOR WITH REINFORCING AND PIPING.B.SUPPLY AND RETURN HEADERS, TRANSMISSION MAINSAND PIPE INSULATION.C.PERIMETER EXPANSION JOINT.D.FLOOR INSULATION AND VAPOR BARRIER.E.PIPE AND REBAR SUPPORT CHAIRSF.EXCAVATE AND STOCKPILE EXISTING SUB-GRADE SOILSOUTSIDE OF BUILDING. REMOVE AND DISPOSE OFEXCESS SOILS AT END OF PROJECT.2.REMOVE AND DISPOSE OF EXISTING BELOW GRADE RINKPIPING LOCATED IN AREAS THAT CONFLICT WITH NEW WORK.ABANDON PIPE IN-PLACE WITH FLOWABLE GROUT IN ALLOTHER LOCATIONS.3.REMOVE AND DISPOSE OF EXISTING PERIMETER CONCRETESLAB FOR INSTALLATION OF NEW TRANSMISSION MAINS ANDOTHER WORK. COORDINATE DEMO EXTENTS INREFRIGERATION ROOM WITH OTHER TRADES.4.DASHER BOARD SYSTEM TO BE REMOVED AND DISPOSED OFBY DASHER BOARD CONTRACTOR. COORDINATE REMOVALAND DASHER INSERT INSTALLATION.5.CONTRACTOR TO SURVEY AND RECORD EXACT LOCATIONSAND DIMENSIONS OF ALL EXISTING TENNIS INSERTS FORREINSTALLATION. (TYP. OF 4 SETS.)6.EXISTING UNDERGROUND PIPING. SEE MECHANICAL.005'20'10'SCALE: 3/32" = 1'-0"SCALE:1ICE RINK FLOOR DEMOLITION PLAN - LEVEL 13/32" = 1'-0"NOT FORCONSTRUCTION UP36BSBSBSBSBSBSBSBSBSBSBSBSBSBS BS BS BS BS66 1VILTERVILTER VILTERVILTERVILTERVILTER 217188BSBSBSBSBSBS BS BS BS BSBSBSBSBSBSBS BS BSBSBSBS BS BS BS BS BS BS BS BS BS BS BS BS BSBSBS BS BSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBS555597777STS TBSBSBSBSBSBSBSBSBS S T STBSBS BS4REFRIGERATION ROOMDEMOLITION PLANRD101XGENERAL NOTES:KEY NOTES:1.REMOVE AND DISPOSE OF ENTIRE EXISTINGREFRIGERATION SKID PACKAGE INCLUDING BUT NOTLIMITED TO: COMPRESSORS, VESSELS, PUMPS, ELECTRICALPANELS,CONTROLS, OVERHEAD EXPANSION TANKS, PIPING,STEEL STRUCTURE. CONTRACTOR TO SALVAGE AND TURNOVER ALL R22 REFRIGERANT TO OWNER AS SPECIFIED.2.REMOVE AND DISPOSE OF ENTIRE EXISTING WASTE HEATRECOVERY SYSTEM SKID INCLUDING BUT NOT LIMITED TOPUMPS, PIPING, VESSELS, ELECTRICAL, EXPANSION TANKSSTEEL STRUCTURE.3.REMOVE AND DISPOSE OF EXISTING BELOW GRADETRANSMISSION MAINS IN ALL AREAS THAT CONFLICT WITHNEW CONSTRUCTION. ABANDON PIPING IN PLACE IN ALLOTHER LOCATIONS AND FILL WITH FLOWABLE GROUT ANDCAP.4.REMOVE AND DISPOSE OF EXISTING ROOFTOPEVAPORATIVE CONDENSER AND APPURTENANCESINCLUDING BUT NOT LIMITED TO: UNIT, REFRIGERATIONPIPING, ELECTRICAL. EXISTING ROOF CURB TO REMAIN.5.REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB ASNECESSARY FOR THE INSTALLATION OF NEW RINKTRANSMISSIONS MAINS AND OTHER WORK. COORDINATEEXTENTS OF DEMO WITH OTHER TRADES.6.EXISTING MEP EQUIPMENT AND PIPING TO REMAIN. DO NOTDISTURB. SEE MECHANICAL.7.EXISTING MEP EQUIPMENT TO BE REMOVED ORRELOCATED. SEE MECHANICAL.8.REMOVE AND DISPOSE OF EXISTING 5" THICK CONCRETEISOLATION SLAB AND JOINT. FIELD VERIFY THICKNESS.9.EXISTING UNDERGROUND PIPING. SEE MECHANICAL. FIELDVERIFY EXACT PIPE LOCATION AND DEPTH.1.EXISTING CONDITIONS WERE DETERMINED FROM EXISTINGPLANS AND SITE OBSERVATION. AS-BUILT INFORMATION WASNOT AVAILABLE.2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONSAND CONDITIONS PRIOR TO BIDDING AND START OFCONSTRUCTION. NOTIFY THE ENGINEER IF THERE AREDISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELDCONDITIONS.3.DO NOT SCALE DRAWINGS.4.VERIFY LOCATION OF BURIED UTILITIES PRIOR TO DEMOLITION.VERIFY SIZE, LOCATION AND INVERT ELEVATION OF NEW ANDEXISTING UTILITIES PRIOR TO BEGINNING WORK.5.WORK SHOWN HATCHED SHALL BE REMOVED.6.REMOVE AND DISPOSE OF ALL PIPING, VALVES, HANGERS,CONTROLS, ELECTRICAL AND OTHER MATERIALS ASSOCIATEDWITH EQUIPMENT THAT IS SPECIFIED TO BE REMOVED UNLESSOTHERWISE NOTED.7.DRAIN ALL SYSTEMS PRIOR TO DEMOLITION. DISPOSE OF ALLFLUIDS OFF-SITE.8.CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES ANDORDINANCES.9.CUT, PATCH AND PAINT EXISTING WALLS, FLOORS ANDCEILINGS AS REQUIRED FOR INSTALLATION OF NEW WORK ORREMOVAL OF EXISTING WORK.10.IDENTIFY ALL RESTRICTIONS PRIOR TO CUTTING THROUGH EX.WALLS, FOUNDATION WALLS, OR PRECAST PANELS.11.REMOVE FIXTURES AND EQUIPMENT AS INDICATED. CAP PIPINGSUCH THAT NEW CONSTRUCTION AND FINISHES CAN BECOMPLETED AS INDICATED AND REQUIRED.12.ANY DAMAGE TO THE PERIMETER CONCRETE CAUSED BYDEMOLITION SHALL BE REPAIRED BY THE CONTRACTOR.13.CLEAN ALL FLOOR AND WALL SURFACES AFTER DEMOLITION.14.PATCH AND PAINT ALL HOLES LEFT BY DEMOLITION.15.REMOVE ALL EXISTING ELECTRICAL COMPONENTS, CONDUITS,WIRING, ETC. ASSOCIATED WITH REMOVED EQUIPMENT.16.RELOCATE ALL ELECTRICAL COMPONENTS, CONDUITS, WIRING,ETC. THAT CONFLICT WITH NEW CONSTRUCTION.17.PROTECT ALL ELECTRICAL ASSOCIATED WITH EQUIPMENT TOREMAIN.18.SEE DEMOLITION REQUIREMENTS FOR OTHER MECHANICAL,ELECTRICAL, AND BUILDING SYSTEMS SHOWN ELSEWHERE.19.ALL ITEMS IDENTIFIED TO BE REMOVED SHALL BE DISPOSED BYCONTRACTOR.Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTSCALE:2REFRIGERATION ROOM ROOF DEMOLITION PLAN - 2ND LEVEL3/8" = 1'-0"SCALE:1SCALE:3/8" = 1'-0"1REFRIGERATION ROOM DEMOLITION PLAN - MAIN LEVEL02'6'4'SCALE: 3/8" = 1'-0"1'0NOT FORCONSTRUCTION ST STSTS T ST STSTVSTSTSTUPUP REFRIGERATIONROOMLOBBYZAMBONIROOMCIRCUIT 2CIRCUIT 1CIRCUIT 4CIRCUIT 3CIRCUIT 6CIRCUIT 5CIRCUIT 8CIRCUIT 7CIRCUIT 10CIRCUIT 9CIRCUIT 12CIRCUIT 11CIRCUIT 14CIRCUIT 13200'-0" TO FACE OF DASHERS201'-4" TO PERIMETER CONCRETE85'-0" TO FACE OF DASHERS86'-4" TO PERIMETER CONCRETE56 41112101112101140'-0"32775620'-0"136'-0"12'-0"Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTICE RINKSUBFLOOR PLANR100SEE SHEET R102005'20'10'SCALE: 3/32" = 1'-0"1.FIELD VERIFY LENGTH OF EACH CIRCUITPRIOR TO ORDERING MATERIALS.2.FIELD VERIFY ALL DIMENSIONS.3.ENGINEER TO PROVIDE BENCHMARKFOR NEW RINK FLOOR AND PERIMETERCONCRETE.4.PREPARE SUB-GRADE AS SPECIFIEDPRIOR TO PLACEMENT OR SUBFLOORRINK PIPING.5.REINSTALL EXISTING SAND FORSUBFLOOR HEATING SYSTEM.6.PROVIDE ADDITIONAL SAND FORSUB-GRADE AND RINK FLOOR ASREQUIRED. REMOVE AND DISPOSE OFEXCESS SOIL OFF SITE.7.PIPING SHOWN IN SCHEMATIC FORM.CIRCUIT1LENGTH (FT)*696'-2"23456789101112976'-3"781'-4"786'-6"802'-5"802'-5"802'-11"803'-0"803'-0"803'-0"790'-2"785'-11"1314743'-5"722'-9"1. 34" POLY SDR 11 TUBING @ 18" OC.2.3" POLY SDR 11 SUPPLY HEADER.3.3" POLY SDR 11 REVERSE RETURN HEADER.4.3" POLY SDR 11 RETURN HEADER.5.ICE AND SUB-FLOOR TEMPERATURE SENSOR BOX &CONDUIT. (TYP. OF 2) SEE DETAIL ICE-83.6.34" SCH. 80 PVC CONDUIT & CABLES BELOW FLOORINSULATION TO REFRIGERATION ROOM.7.#4 REBAR (TYP.). TIE PIPE TO REBAR AT EACHCROSSING WITH NYLON TIE (TYP.)8.2" WELDED STAINLESS STEEL PIPING @ 6" O.C. WITHLONG RADIUS ELBOWS. FIELD VERIFY SIZE OFEXISTING SNOW MELT PIT AND DRAIN LOCATIONBEFORE FABRICATION OF COIL. DRAIN LOCATION NOTSHOWN.9.3" HIGH STAINLESS STEEL PIPE SUPPORTS @ 2'-0"O.C. MAX. (TYP).10.3" BURIED INSULATED SDR 11 POLYETHYLENESNOWMELT TRANSMISSION MAINS TO/FROMREFRIGERATION ROOM. SEE SHEET R102 FORCONTINUATION.11.8" BURIED INSULATED SDR 17 POLYETHYLENETRANSMISSION MAINS TO/FROM ICE REFRIGERATIONROOM. SEE SHEET R102 FOR CONTINUATION.12.3" BURIED SDR 11 POLYETHYLENE SUBFLOORTRANSMISSION MAINS TO/FROM ICE REFRIGERATIONROOM. SEE SHEET R102 FOR CONTINUATION.13.EXISTING UNDERGROUND PIPING. SEE MECHANICAL.ADJUST NEW REFRIGERATION MAINS ELEVATION ASNECESSARY TO AVOID. FIELD VERIFY EXACT PIPELOCATION AND DEPTH.KEY NOTES:XSUBFLOOR HEATING SYSTEM GENERAL NOTES:SCALE:1ICE RINK SUBFLOOR HEATING PLAN - LEVEL 13/32" = 1'-0"SCALE:2ENLARGED SNOWMELT PIT COIL PLAN3/8" = 1'-0"8910SEE 2/R100NOT FORCONSTRUCTION 28'-0" TO FACE OF DASHER28'-8" TO PERIMETER CONCRETEUPUP456123131213161216151419987111718212121221718221420REFRIGERATIONROOMLOBBYZAMBONIROOM10200'-0" TO FACE OF DASHERS201'-4" TO PERIMETER CONCRETE85'-0" TO FACE OF DASHERS86'-4" TO PERIMETER CONCRETE 20'-0"2340'-0"15ST STSTS T ST STSTVSTSTST Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTICE RINKFLOOR PLANR101SEE SHEET R102005'20'10'SCALE: 3/32" = 1'-0"1.CONCRETE:5" THICK2.WIRE MESH:6" X 6" X W2.1 X W2.1. 6" MINIMUM OVERLAP BETWEENSHEETS. TIE TO REBAR EVERY 24". TERMINATE 2" FROMRINK EDGE.3.RINK PIPING: 1" POLYETHYLENE PIPE @ 4" O.C. FUSION WELDEDCONNECTIONS.4.REINFORCEMENT:#4 BARS @ 16" O.C. PARALLEL WITH RINK PIPING AND 14"O.C. PERPENDICULAR WITH RINK PIPING. MINIMUM LAPOF 25".5.PIPE AND REBAR SUPPORT CHAIRS @ 2'-0" O.C. THEENTIRE LENGTH OF THE RINK. SUPPORT CHAIRSECTIONS SHALL OVERLAP A MINIMUM OF TWO RINKPIPES. SEE DETAIL ICE-74.6.FLOOR INSULATION:TWO (2) LAYERS OF EXTRUDED POLYSTYRENE 1 12"THICK, 4'-0" X 8'-0" SHEETS, 25 PSI - STAGGER JOINTS.FINISHED INSULATION THICKNESS SHALL BE 3". COVERINSULATION WITH VAPOR BARRIER.7.8" SDR 11 POLYETHYLENE SUPPLY HEADER. FUSIONWELDED CONNECTIONS.8.8" SDR 11 POLYETHYLENE RETURN HEADER. FUSIONWELDED CONNECTIONS.9.8" SDR 11 POLYETHYLENE REVERSE RETURN HEADER.FUSION WELDED CONNECTIONS.10.TENNIS INSERTS. (TYP. OF 4 SETS). SEE DETAIL ICE-300.11.SUB-FLOOR HEATING SYSTEM HEADERS. SEE SHEETR100.12.EXPANSION JOINT AROUND ENTIRE PERIMETER OF RINKFLOOR. SEE DETAIL ICE-81.13.1" POLYETHYLENE PERIMETER PIPE AROUND ENTIREPERIMETER OF RINK FLOOR.14.3/4" SCH. 80 PVC CONDUIT & CABLES TOREFRIGERATION ROOM.15.ICE AND SUB-FLOOR TEMPERATURE SENSOR, BOX ANDCONDUIT. SEE DETAIL ICE-83. (TYP. OF 2)16.NEW DASHER BOARDS SYSTEM. COORDINATEINSTALLATION OF DASHER ANCHORS WITH DASHERBOARD CONTRACTOR.17.8" BURIED INSULATED SDR 17 POLYETHYLENETRANSMISSION MAINS TO/FROM ICE REFRIGERATIONROOM. SEE SHEET R102 FOR CONTINUATION.18.3" BURIED SDR 11 POLYETHYLENE SUBFLOORTRANSMISSION MAINS TO/FROM ICE REFRIGERATIONROOM. SEE SHEET R102 FOR CONTINUATION.19.SEE DETAIL ICE-76.20.SEE DETAIL ICE-4921.NEW REINFORCED CONCRETE INFILL. SEE DETAILICE-32. SEE ARCH. & STRUCTURAL DRAWINGS FORTHICKENED SLAB REQUIREMENTS UNDER NEW CMUWALLS.22.3" BURIED INSULATED SDR 11 POLYETHYLENESNOWMELT TRANSMISSION MAINS TO/FROMREFRIGERATION ROOM.SEE SHEET R102 FORCONTINUATION.23.EXISTING UNDERGROUND PIPING. SEE MECHANICAL.ADJUST NEW REFRIGERATION MAINS ELEVATION ASNECESSARY TO AVOID. FIELD VERIFY EXACT PIPELOCATION AND DEPTH.KEY NOTES:X1.FIELD VERIFY ALL DIMENSIONS.2.PIPING SHOWN IN SCHEMATIC FORM.GENERAL NOTES:SCALE:1ICE RINK FLOOR PLAN - LEVEL 13/32" = 1'-0"NOT FORCONSTRUCTION VILTERVILTERVILTERVILTERVILTERVILTERELECTRICAL ROOMVESTIBULEREFRIGERATION ROOM855 S.F.UTILITYUP2'-6"MIN.4'-0"MIN.25853'-6"CLEARMIN.3334456891010131415191972045182181622212311121717REFRIGERATIONROOM PLANR1021.MOTOR CONTROL CENTER.2.COMBINATION EYEWASH/SHOWER. SEE MECHANICAL.3.DOOR SIGN. (TYP. OF 3) SEE DETAIL ICE-125.SEE ALSOARCHITECTURAL SIGNAGE REQUIREMENTS.4.EMERGENCY SHUT OFF SWITCH FOR REFRIGERATION SYSTEMIN LOCK BOX. (TYP. OF 3)5.STROBE LIGHT AND AUDIBLE ALARM FOR GAS MONITORINGSYSTEM. MOUNT APPROXIMATELY 6'-0" AFF. (TYP. OF 5)6.GAS MONITORING SYSTEM MAIN CONTROL PANEL.7.PERSONAL PROTECTIVE EQUIPMENT AND WALL CABINET ASSPECIFIED.8.4" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.9.6" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.10.12" HIGH CONCRETE EQUIPMENT ISOLATION PAD. SEE DETAILICE-106.11.PVC TANK DRAIN PIPE WITH VALVE TO FLOOR DRAIN.12.FLOOR DRAINS. SEE MECHANICAL. COORDINATE EXACTLOCATION WITH MECHANICAL CONTRACTOR.13.30"x30" CHEMICAL FEED AREA INCLUDING WATER TREATMENTSYSTEM, WALL MOUNTED SHELF, PUMPS, AND CHEMICALS.14.8" BURIED INSULATED SDR-17 POLYETHYLENE TRANSMISSIONMAINS TO/FROM ICE RINK FLOOR. SEE SHEET R101 FORCONTINUATION.15.3" BURIED SDR-11 POLYETHYLENE TRANSMISSION MAINSTO/FROM ICE RINK SUB FLOOR HEATING SYSTEM. SEE SHEETR100 FOR CONTINUATION.16.3" BURIED INSULATED SDR-11 POLYETHYLENE TRANSMISSIONMAINS ROUTED TO/FROM EX. SNOW MELT PIT. SEE SHEET R100FOR CONTINUATION. ROUTE PIPES ABOVE NEW SANITARYSEWER PIPE. COORDINATE WITH PLUMBING CONTRACTOR.17.ROOF CURB/CONDENSER SUPPORTS. SEE STRUCTURAL FORMODIFICATION REQUIREMENTS.18.OUTLINE OF ROOF MOUNTED EVAPORATIVE CONDENSER.19.EXISTING MEP EQUIPMENT AND PIPING. DO NOT DISTURB. SEEMECHANICAL.20.ICE RINK COMPUTER CONTROL SYSTEM.21.WATER LINE FOR TANK FILL. SEE MECHANICAL. COORDINATEEXACT LOCATION WITH MECHANICAL CONTRACTOR.22.6" SCH. 40 PVC CONDENSER DRAIN PIPE. SLOPE PIPE 1% MIN.TOWARDS TANK. ROUTE PIPES THROUGH EXISTING ROOFPENETRATIONS.23.5" STEEL CONDENSER WATER PIPE. SLOPE PIPE 1% MIN.TOWARD TANK. ROUTE PIPES THROUGH EXISTING ROOFPENETRATIONS.KEY NOTES:GENERAL NOTES:GENERAL CODE REQUIREMENTS:SCALE:2REFRIGERATION ROOM ROOF PLAN - 2ND LEVEL3/8" = 1'-0"SCALE:1SCALE:3/8" = 1'-0"1REFRIGERATION ROOM PLAN - LEVEL 1Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENT02'6'4'SCALE: 3/8" = 1'-0"1'0NOT FORCONSTRUCTION ELECTRICAL ROOMVESTIBULEREFRIGERATION ROOM855 S.F.UTILITYUP3'-6"CLEARMIN.2333454568891314155191972045182181622212311121717Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTREFRIGERATIONROOM PLAN(ALT. BID #1)R102AKEY NOTES:GENERAL NOTES:GENERAL CODE REQUIREMENTS:SCALE:2REFRIGERATION ROOM ROOF PLAN - 2ND LEVEL3/8" = 1'-0"SCALE:1SCALE:3/8" = 1'-0"1REFRIGERATION ROOM PLAN - MAIN LEVEL02'6'4'SCALE: 3/8" = 1'-0"1'01.MOTOR CONTROL CENTER.2.COMBINATION EYEWASH/SHOWER. SEE MECHANICAL.3.DOOR SIGN. (TYP. OF 3) SEE DETAIL ICE-125.SEE ALSOARCHITECTURAL SIGNAGE REQUIREMENTS.4.EMERGENCY SHUT OFF SWITCH FOR REFRIGERATION SYSTEMIN LOCK BOX. (TYP. OF 3)5.STROBE LIGHT AND AUDIBLE ALARM FOR GAS MONITORINGSYSTEM. MOUNT APPROXIMATELY 6'-0" AFF. (TYP. OF 5)6.GAS MONITORING SYSTEM MAIN CONTROL PANEL.7.PERSONAL PROTECTIVE EQUIPMENT AND WALL CABINET ASSPECIFIED.8.4" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.9.6" HIGH CONCRETE EQUIPMENT PAD. SEE DETAIL ICE-105.10.NOT USED.11.PVC TANK DRAIN PIPE WITH VALVE TO FLOOR DRAIN.12.FLOOR DRAINS. SEE MECHANICAL. COORDINATE EXACTLOCATION WITH MECHANICAL CONTRACTOR.13.30"x30" CHEMICAL FEED AREA INCLUDING WATER TREATMENTSYSTEM, WALL MOUNTED SHELF, PUMPS, AND CHEMICALS.14.8" BURIED INSULATED SDR-17 POLYETHYLENE TRANSMISSIONMAINS TO/FROM ICE RINK FLOOR. SEE SHEET R101 FORCONTINUATION.15.3" BURIED SDR-11 POLYETHYLENE TRANSMISSION MAINSTO/FROM ICE RINK SUB FLOOR HEATING SYSTEM. SEE SHEETR100 FOR CONTINUATION.16.3" BURIED INSULATED SDR-11 POLYETHYLENE TRANSMISSIONMAINS ROUTED TO/FROM EX. SNOW MELT PIT. SEE SHEET R100FOR CONTINUATION. ROUTE PIPES ABOVE NEW SANITARYSEWER PIPE. COORDINATE WITH PLUMBING CONTRACTOR.17.ROOF CURB/CONDENSER SUPPORTS. SEE STRUCTURAL FORMODIFICATION REQUIREMENTS.18.OUTLINE OF ROOF MOUNTED EVAPORATIVE CONDENSER.19.EXISTING MEP EQUIPMENT AND PIPING. DO NOT DISTURB. SEEMECHANICAL.20.ICE RINK COMPUTER CONTROL SYSTEM.21.WATER LINE FOR TANK FILL. SEE MECHANICAL. COORDINATEEXACT LOCATION WITH MECHANICAL CONTRACTOR.22.6" SCH. 40 PVC CONDENSER DRAIN PIPE. SLOPE PIPE 1% MIN.TOWARDS TANK. ROUTE PIPES THROUGH EXISTING ROOFPENETRATIONS.23.5" STEEL CONDENSER WATER PIPE. SLOPE PIPE 1% MIN.TOWARD TANK. ROUTE PIPES THROUGH EXISTING ROOFPENETRATIONS.NOT FORCONSTRUCTION XXXXXXXXXXXXXXXXEXISTING RINK FLOOR SECTIONSCALE: N.T.S.ICE1EXISTING RINK FLOOR SECTIONSCALE: N.T.S.ICE2ICE RINK SECTIONSAND DETAILSR500Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNEW RINK FLOOR SECTIONSCALE: N.T.S.ICE3NEW RINK FLOOR SECTIONSCALE: N.T.S.ICE4ICE RINK SECTIONSAND DETAILSR501Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION 1'-4"6"6"8" INSULATED POLYETHYLENETRANSMISSION MAINS(TYPICAL OF 2)EX. SUB GRADECLEAN SAND3" POLYETHYLENE SUB-FLOORHEATING TRANSMISSION MAINS(TYPICAL OF 2)CONCRETE INFILL. SEEDETAIL ICE-32.3" INSULATED POLYETHYLENESNOWMELT TRANSMISSION MAINS(TYPICAL OF 2)1'-4"6"6"8" INSULATED POLYETHYLENETRANSMISSION MAINS(TYPICAL OF 2)EX. SUB GRADECLEAN SAND3" POLYETHYLENE SUB-FLOORHEATING TRANSMISSION MAINS(TYPICAL OF 2)CONCRETE INFILL. SEEDETAIL ICE-32.CONCRETE INFILL. SEEDETAIL ICE-32.3" INSULATED POLYETHYLENESNOWMELT TRANSMISSION MAINS(TYPICAL OF 2)SNOWMELT TRANSMISSION MAINS34" SCH. 80 PVC CONDUIT ANDWIRE FOR RINK FLOOR ANDSUBFLOOR TEMP. SENSORS.(TYPICAL OF 2)F.F. LEVEL 1EL. 975'-0"34" SCH. 80 PVC CONDUIT ANDWIRE FOR RINK FLOOR ANDSUBFLOOR TEMP. SENSORS.(TYPICAL OF 2)F.F. LEVEL 1EL. 975'-0"3'-0"3'-0"1'-6"3" POLYETHYLENE SUB-FLOORHEATING TRANSMISSION MAINS(TYPICAL OF 2)3" INSULATED POLYETHYLENESNOWMELT TRANSMISSION MAINS(TYPICAL OF 2)8" INSULATED POLYETHYLENETRANSMISSION MAINS(TYPICAL)CLEAN SANDCONCRETE INFILL. SEEDETAIL ICE-32.EX. CONCRETE FOOTINGEX. CONCRETE PIEREX. CMU WALLBOFEL. 969'-6"EX. SUBGRADE34" SCH. 80 PVC CONDUIT ANDWIRE FOR RINK FLOOR ANDSUBFLOOR TEMP. SENSORS.(TYPICAL OF 2)1'-4"6"6"FF ELEV.EL. 975'-0"PROVIDE SHEET METAL SHORING ASREQUIRED TO AVOID DISTURBINGSOILS BELOW EXISTINGWALL/THICKEND SLAB.EX. THICKENED SLAB. FIELD VERIFY3'-0"3" POLYETHYLENE SUB-FLOORHEATING TRANSMISSION MAINS(TYPICAL OF 2)8" INSULATED POLYETHYLENETRANSMISSION MAINS(TYPICAL)CLEAN SANDCONCRETE INFILL. SEEDETAIL ICE-32.EX. CONCRETE FOOTING BEYONDEX. CONCRETE PIER BEYONDEX. CMU WALLBOFEL. 969'-6"EX. SUBGRADE34" SCH. 80 PVC CONDUIT ANDWIRE FOR RINK FLOOR ANDSUBFLOOR TEMP. SENSORS.(TYPICAL OF 2)1'-4"6"6"FF ELEV.EL. 975'-0"PROVIDE SHEET METAL SHORING ASREQUIRED TO AVOID DISTURBINGSOILS BELOW EXISTINGWALL/THICKEND SLAB.3'-0"EX. THICKENED SLAB. FIELD VERIFYEX. THICKENED SLAB. FIELD VERIFYICE RINK SECTIONSAND DETAILSR502TRENCH SECTIONSCALE: N.T.S.ICE6TRENCH SECTIONSCALE: N.T.S.ICE7TRENCH SECTIONSCALE: N.T.S.ICE8TYPICAL TRENCH SECTIONSCALE: N.T.S.ICE5EQUIPMENT PAD DETAILSCALE: N.T.S.ICE1051'-0"1'-6"3" MIN.#5 @ 12"VIBRATION ISOLATINPAD (TYP.)EQUIPMENT FRAME WORK BY OTHERSANCHOR BOLTS BYEQUIPMENT SUPPLIER1/2" WIDECAULKEDEXPANSIONJOINT (TYP.)VERIFY WITH EQUIPMENT SUPPLIERSCALE: N.T.S.ICE106EQUIPMENT ISOLATION PADTYPICAL CONCRETE INFILL DETAILSCALE: N.T.S.ICE32TYPICAL TRENCH SECTIONSCALE: N.T.S.ICE9Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTNOT FORCONSTRUCTION BEND PIPE IN RADII TOALLOW FOR MAXIMUMPIPE COVERAGEPERIMETER RINK PIPEEXPANSION JOINTHEADER PIPE DETAILSCALE: N.T.S.ICE40HEADER PIPE CONNECTION DETAILSCALE: N.T.S.ICE53RINK PIPE DETAILSCALE: N.T.S.ICE76SYSTEM HEADER SECTIONSUB-FLOOR HEATINGSCALE: N.T.S.ICE23TEMPERATURE SENSOR DETAILSCALE: N.T.S.ICE83RINK PIPE AND REBAR SUPPORTSSCALE: N.T.S.ICE74ICE RINK SECTIONSAND DETAILSR503Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTSCALE: N.T.S.ICE81EXPANSION JOINT DETAILTYPICAL RINK PIPING DETAIL @ RADIUSSCALE: N.T.S.ICE162CHAMFER EDGE OF RINK FLOOR---EXPOSED ITEMPIPE UP TO 1 1/4" DIA.PIPE 1 1/2" TO 4" DIA. COLD BRINE, GLYCOL AND REF.PIPE 1 1/2" TO 4" DIA. WARM BRINE, GLYCOLPIPE 5" TO 8" DIA. COLD BRINE, GLYCOLPIPE 10" AND UP DIA. COLD BRINE, GLYCOLVALVES (WHERE PIPE IS INSULATED)RINK PUMPSCHILLER AND SURGE DRUMHEAT EXCHANGERSWATER PIPINGBURIED ITEMSNOW MELT PIT SYSTEM PIPING (INTERIOR)SUB-FLOOR HEAT SYSTEM PIPINGBRINE/GLYCOL PIPING TO/FROM RINK FLOORTYPE55555535555NONE5ATHICKNESS1 1/2"2"2"2 1/2"3"SAME AS PIPE2"3"2"1"2"-2 1/2"JACKETTYPE222222NONE22NONE3NONESEE SPECJACKETCOLORWHITEWHITEREDWHITEWHITEWHITEWHITEREDWHITEREMARKS:CHECK SPECIFICATIONS FOR REQUIRED COATING ON BURIED STEEL, NON-INSULATED PIPE.SEE SPECINSULATION SCHEDULESCALE: N.T.S.ICE163SNOW MELT PIT SYSTEM PIPING (EXTERIOR)5A2"SEE SPECSEE SPECNOT FORCONSTRUCTION VARIES (SEE ICE EQUIPMENT SCHEDULE)VARIES(SEE ICE EQUIPMENT SCHEDULE)6"SCH. 80 PVC SPARGER LINE(SIZE BASE ON RELIEF LINE)PROVIDE 18" Ø HOLE ABOVE WATERLINE TO PREVENT WATER SIPHONNORMAL WATER LEVEL(PER CODE REQUIREMENTS)14" Ø HOLES @1" O.C. HORIZONTALLY& 112" O.C. VERTICALLY AND ASREQUIRED FOR SYSTEM CAPACITYAPPROX.13 TANK HEIGHTTANK COVER W/ ACCESS HOLEDRAIN LINEGALLONAGEMARKERS(TYP.)VENT LINE. MUST BEROUTED THROUGHFIRE RATED CHASEOUTSIDE OF ROOM.FLUID LEVELGAUGE IF TANKMATERIAL IS NOTTRANSPARENT.REFRIGERATIONMACHINERYROOMAUTHORIZED PERSONAL ONLY330-AMMONIAR-717REFRIGERATIONMACHINERYSHUTDOWNEMERGENCY USEONLYCAUTIONEYE AND EARPROTECTION REQUIREDIN THIS AREACAUTIONREFRIGERATIONMACHINERY ROOMVENTILATIONEMERGENCY USEONLYWHEN ALARMS ARE ACTIVATEDAMMONIA HAS BEEN DETECTED:1. LEAVE ROOM IMMEDIATELY.2. DO NOT ENTER EXCEPT BY TRAINED & AUTHORIZED PERSONNEL.3. DO NOT ENTER WITHOUT PERSONAL PROTECTIVE EQUIPMENTWARNING!CONTRACTOR NAMEADDRESSCITY, STATE PHONE # STATE LICENSE # HIGH SIDE TEST XXX PSI LOW SIDE TEST XXX PSI SYSTEM CHARGE XXX LBS HIGH SIDE TEST XXXX HIGH SIDE TEST XXXXFACILITY NAMECONTRACTOR NAMEADDRESSCITY, STATE PHONE # STATE LICENSE # HIGH SIDE TEST XXX PSI LOW SIDE TEST XXX PSI SYSTEM CHARGE XXX LBSNOTES:1. THIS DETAIL APPLIES TO ALL REFRIGERATION ROOM DOORS.2. ALL SIGNAGE SHALL BE PER ANSI/IIAR, IMC, ASHRAE, NFPA 704 AND ANSI Z535.2 GUIDELINES.3. SEE ALSO ARCHITECTURAL SIGNAGE REQUIREMENTS.4. FURNISH AND INSTALL "WARNING" SIGNAGE NEXT TO EACH STROBE/AUDIBLE ALARM FOR LEAK DETECTION SYSTEM REFRIGERANT XXXX LUBRICANT/QTY XXXXIN THE EVENT OF AN EMERGENCY:1. PUSH BUTTON FOR REFRIGERATION MACHINERY SHUTDOWN.2. PUSH BUTTON TO START REFRIGERATION MACHINERY ROOMVENTILATION.3. EVACUATE PREMISES AND CALL 911.IN THE EVENT OF AN EMERGENCY:1. PUSH BUTTON FOR REFRIGERATION MACHINERY SHUTDOWN.2. PUSH BUTTON TO START REFRIGERATION MACHINERY ROOMVENTILATION.3. EVACUATE PREMISES AND CALL 911.2'-412"1'-4"0'-112"0'-112"0'-112"0'-112"14" THICK STEEL PLATE1"Ø X 5" LONG INSERTSWELDED TO PLATE14" THICK STEEL PLATE1"Ø THREADED BRASS PLUG N.C.THREAD (10/INCH). WHEN INSERTEDSHALL BE FLUSH WITH RINK FLOOR1"Ø X 5" LONG INSERTSWELDED TO PLATENOTES:1. FIELD VERIFY EXISTING ANCHOR DIMENSIONS MATCH ALL NEW ANCHORS DIMENSIONS.2. NEW ANCHORS SHALL BE INSTALLED IN EXACT SAME PLACE AS EXISTING ANCHORS.0'-5"4"x4"x 14" THICK STEEL PLATE12"Ø THREADED BRASS PLUG N.C.THREAD (10/INCH). WHEN INSERTEDSHALL BE FLUSH WITH RINK FLOOR12"Ø x 5" LONG INSERTSWELDED TO PLATE0'-4"CENTER NET TIE DOWN INSERTSPOST ANCHOR INSERTSICE RINK SECTIONSAND DETAILSR504Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTDIFFUSION TANK DETAILSCALE: N.T.S.ICE128CONCRETE OR CMUASSEMBLY1-1/2, 2,AND3 HR RATINGF.S. CAULKMIN 2" THICKWITH 2" INSUL.MIN 1" THICKWITH 1-1/2"OR LESSINSULATIONF.S. CAULKBACKER RODCONCRETEOR CMUASSEMBLY2,3, AND4 HR RATINGPIPE PENETRATIONS AT FLOOR OR WALLSCALE: N.T.S.ICE115PIPE MARKINGS DETAILSCALE: N.T.S.ICE117TYPICAL SNOW MELT PIT SECTIONSCALE: N.T.S.ICE132TYPICAL SIGNAGE DETAILSCALE: N.T.S.ICE125TENNIS INSERT DETAILSCALE: N.T.S.ICE300NOT FORCONSTRUCTION ICE RINKEQUIPMENT SCHEDULER505Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTREFRIGERATION EQUIPMENT SCHEDULENOT FORCONSTRUCTION TO FLOOR DRAIN BYPLUMBING CONTRACTORCHARGINGVALVEVENT OUTSIDE OFBUILDING WITHDIFFUSERDUAL RELIEFVALVESSITEGLASSICE RINK FLOORHEADER PIPES. SEERINK FLOOR DRAWING.DO NOT ISOLATE RINK FLOORFROM EXPANSION TANKS.INSULATION6" PVC, SLOPETOWARD SUMP WATER LINE BACKFLOWPREVENTER AND VALVES.SEE MECHANICALFILL PORT,CHEMICALTREATMENTWATER SAMPLE LINE TOCONTROLLERNO INSULATIONOILSEPARATOROILSEPARATORCONNECT TO 1"WATER LINE1" STEEL MEET CURRENT MECHANICALCODES FOR SEPARATION OFDIFFUSER FROM GROUND ANDOTHER OPENINGS AND EQUIPMENTLIFTING RODLUG (TYP. OF2) STEELSHUTDOWNPS1" CROSSOVER LINE FLOATSWITCHINSULATIONNO INSULATIONDUAL RELIEFVALVES0 EQUALIZING LINE PERMANUFACTURERSRECOMMENDATIONSPURGEVALVE(TYP).DO NOT ISOLATE SUBFLOORFROM EXPANSION TANKS.DUAL RELIEFVALVESSUB-FLOOR HEATINGSYSTEM HEADER PIPES.SEE SUB-FLOOR HEATINGSYSTEM DRAWING.CONTROL SYSTEM NOTES-SEE SPECIFICATIONS FOR CONTROL REQUIREMENTSGENERAL NOTESDrawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTREFRIGERATION SYSTEMFLOW DIAGRAMR600NOT FORCONSTRUCTION 0 SITEGLASSICE RINK FLOORHEADER PIPES. SEERINK FLOOR DRAWING.DO NOT ISOLATE RINK FLOORFROM EXPANSION TANKS.DO NOT ISOLATE SUBFLOORFROM EXPANSION TANKS.SUB-FLOOR HEATINGSYSTEM HEADER PIPES.SEE SUB-FLOOR HEATINGSYSTEM DRAWING.Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTIONDOCUMENTSICE SYSTEM REPLACEMENTREFRIGERATION SYSTEMFLOW DIAGRAM(ALT. BID #1)R600ANOT FORCONSTRUCTION UPUP200'-0" TO FACE OF DASHERS201'-4" TO PERIMETER CONCRETE85'-0" TO FACE OF DASHERS 86'-4" TO PERIMETER CONCRETE REFRIGERATIONROOMLOBBYZAMBONIROOM11'64'25'11'64'25'28'-0" TO FACE OF DASHER(TYPICAL)30'-0"8'-0"7'-0"8'-0"30'-0"5'-6"11111112335555CAAA A A A BD4444117678810101212WOMENSMENS1313131414DASHERBOARDPLANDB100005'20'10'SCALE: 3/32" = 1'-0"KEY NOTES:XGENERAL NOTES:1.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONSPRIOR TO MANUFACTURING.2.SPECIFIED SHIELDING HEIGHT SHALL BE MEASURED FROMTOP OF TOPSILL TO TOP OF SHIELDING.3.NEW RUBBER FLOORING TO BE FURNISHED AND INSTALLEDIN ALL PLAYER, PENALTY, OFFICIALS BOXES, AND RAMPS(TYP).4.ICE PAINT AND MARKINGS BY OWNER.5.DASHER CONTRACTOR TO REMOVE AND DISPOSE OF ENTIREEXISTING DASHER BOARD SYSTEM.6.COORDINATE INSTALLATION OF NEW DASHER ANCHORINSERTS WITH ICE RINK CONTRACTOR.1.6'-0" HIGH TEMPERED GLASS SHIELDING WITH ALUMINUMPOST SUPPORTS.2.6'-0" HIGH TEMPERED GLASS SHIELDING WITH ALUMINUMPOST SUPPORTS ON FRONT, BACK AND SIDE WALLS.3.NO SHIELDING ON FRONT WALL. 6'-0" HIGH TEMPEREDGLASS WITH ALUMINUM POST SUPPORTS ON BACK ANDSIDE WALLS.4.BACKER PANEL WITH QUICK RELEASE SYSTEM AROUNDENTIRE PERIMETER OF RINK AND BOXES .5.15'-0" HIGH BLACK NYLON NETTING. SEE DETAIL DB-46 FORCONNECTION TO SHIELDING.6.SCORERS BOX W / 1'-6" POLY TABLE FULL WIDTH OF BOX.FIELD LOCATE NECESSARY HOLES FOR REINSTALLATION OFA/V SYSTEMS.7.PENALTY BOX W / 6'-0" LONG BENCHES (TYP. OF 2).8.PLAYERS BOX W/ 28' LONG BENCHE AND 28' LONG ELEVATEDCOACHES PLATFORM. SEE SECTION DB-7. (TYP. OF 2).9.ALUMINUM GAP CLOSURE ALONG ALL RAISED BLEACHERS,STAIRS AND PLATFORMS.10.EXTERNAL 4X4 POST ON EACH SIDE OF GATE. (TYP. OF 4).11.36" WIDE OPENING.12.60" WIDE REMOVABLE ADA RAMP AND LANDING WITHRUBBER FLOORING. 12:1 MAX SLOPE. (TYP. OF 2)13.AT EXISTING LOBBY, MEN'S AND WOMEN'S TOILET ROOMS:REMOVE EXISTING FLOORING MATERIAL, SCRAPE AND PREPEXISTING CONCRETE FLOOR TO RECEIVE NEW RUBBERFLOORING (SPORTFLOOR REACTION TILES) AND ADHESIVEAS NEEDED TO MEET MANUF. WARRANTY. COLOR TO BESELECTED FROM MANUF. STANDARD 8 COLOR SELECTIONPALETTE. TRANSITIONS AT DISSIMILAR MATERIALS ANDTHICKNESS AS NEEDED.14.12" WIDE DRINK RAIL ATTACHED TO DASHERS. SEESECTIONS FOR DETAILS.GATE MARKGATE WIDTHTHRESHOLDHEIGHT(FROM F.F. ELEV.)QTY.A6B12'-6"9"3'-0"3"C16'-0"2"DASHER BOARD GATE SCHEDULEPOLYTHICKNESS1"1"3/4"D110'-0"2"3/4"FOR INFORMATION ONLYOWNER WILL PURCHASE DIRECTLYDrawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTION DOCUMENTSDASHER REPLACEMENTFO R I N FO RM A T IO N O N L YOWNER WILL PURCHASED I R E C T L Y SEE PLAN VIEW3'-6"TEMPERED GLASSSHIELDINGEYE BOLT FOR NETTINGSUPPORTALUMINUM SHIELDINGSUPPORT FLAT ON ICE RINKSIDE1" MAX8"16" WIDE FRAME(TYP.)2034223"J" BRACKET OR TUBESLEEVE.PERIMETER CONCRETE24ANCHOR ASSEMBLYSEE DETAIL DB-8.3'-6"16" WIDE FRAME(TYP.)2534223PERIMETER CONCRETE25ANCHOR ASSEMBLYSEE DETAIL DB-9.8"SEE PLAN VIEWRAISED FLOORINGRAISED FLOORING22SEE PLAN VIEW3'-6"TEMPERED GLASSSHIELDINGEYE BOLT FOR NETTINGSUPPORTALUMINUM SHIELDINGSUPPORT FLAT ON ICE RINKSIDE1" MAX8"16" WIDE FRAME(TYP.)2034223"J" BRACKET OR TUBESLEEVE.PERIMETER CONCRETE24ANCHOR ASSEMBLYSEE DETAIL DB-8.2231ALUMINUM BLEACHERSTEMPERED GLASSSHIELDINGALUMINUM SHIELDINGSUPPORT FLAT ON ICE RINKSIDE1" MAXSEE PLAN VIEW3'-6"TEMPERED GLASSSHIELDINGEYE BOLT FOR NETTINGSUPPORTALUMINUM SHIELDINGSUPPORT FLAT ON ICE RINKSIDE1" MAX8"16" WIDE FRAME(TYP.)2034223"J" BRACKET OR TUBESLEEVE.PERIMETER CONCRETE24ANCHOR ASSEMBLYSEE DETAIL DB-8.22DASHERBOARDSECTIONS & DETAILSDB500DASHER BOARD ANCHOR DETAILSCALE: N.T.S.DB9DASHER BOARD ANCHOR DETAILSCALE: N.T.S.DB8DASHER BOARD MATERIAL SCHEDULEDASHER BOARD SECTIONSCALE: N.T.S.DB1DASHER BOARD SECTIONSCALE: N.T.S.DB2DASHER BOARD SECTIONSCALE: N.T.S.DB3DASHER BOARD SECTIONSCALE: N.T.S.DB4FOR INFORMATION ONLY OWNER WILL PURCHASE DIRECTLY Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTION DOCUMENTSDASHER REPLACEMENTFO R I N FO RM A T IO N O N L YOWNER WILL PURCHASED I R E C T L Y DASHER BOARD CONSTRUCTIONAND MATERIALS TO MEETREQUIREMENTS ELSEWHERE INTHE PLANS3/4" TREATED PLYWOODRUBBER FLOORING2325251917296"SEETABLE1615SLEEVE18" 8"3'-6"DASHER BOARD CONSTRUCTIONAND MATERIALS TO MEETREQUIREMENTS ELSEWHERE INTHE PLANS3/4" TREATED PLYWOODRUBBER FLOORING232542516158"ANCHOR ASSEMBLYSEE DETAIL DB-1.ANCHOR ASSEMBLYSEE DETAIL DB-1.SIDE WALL / GLASS BEYOND262810TYP. OF 32 12" DIA. SPEAKER HOLE5'-0" ABOVE ICE SURFACE2'-6"REMOVABLE 4' X 2'ACCESS PANEL FORELECTRICAL / AVSEE PLAN VIEW1" MAX3'-6"SEE PLAN VIEW1" MAX232524ANCHOR ASSEMBLYSEE DETAIL DB-2.232524ANCHOR ASSEMBLYSEE DETAIL DB-2.3'-6"DASHER BOARD CONSTRUCTIONAND MATERIALS TO MEETREQUIREMENTS ELSEWHERE INTHE PLANS3/4" TREATED PLYWOODRUBBER FLOORINGELEVATED COACHESWALKWAY232525192017292'-10"SEETABLE161515SLEEVE18"8"26ANCHOR ASSEMBLYSEE DETAIL DB-1.1'-8"232524ANCHOR ASSEMBLYSEE DETAIL DB-2.8"5'-6"DASHERBOARDSECTIONS & DETAILSDB501DASHER BOARD SECTIONSCALE: N.T.S.DB5DASHER BOARD SECTIONSCALE: N.T.S.DB6DASHER BOARD SECTIONSCALE: N.T.S.DB7PROTECTIVE NETTING DETAILSCALE: N.T.S.DB46FOR INFORMATION ONLY OWNER WILL PURCHASE DIRECTLY Drawn ByDateChecked ByProject No.Revisions:2211 O'NEIL ROAD•HUDSON, WI 54016(715) 386-5819 • (651) 436-2075 • FAX: (715) 386-5879www.stevensengineers.comNo.DateDescriptionScale:Sheet Title:Sheet No.:Certification:Project:Location:Consultants:©STEVENS ENGINEERS, INC. 2018, ALL RIGHTS RESERVEDAMTSAW900-17-2299/24/2018APPLE VALLEY SPORTSICE ARENA14452 HAYES RD. APPLE VALLEY, MN 55124CONSTRUCTION DOCUMENTSDASHER REPLACEMENTFO R I N FO RM A T IO N O N L YOWNER WILL PURCHASED I R E C T L Y CITY OF APPLE VALLEY RESOLUTION NO. 2018 - RESOLUTION APPROVING SPECIFICATIONS AND DIRECTING RECEIPT OF SEALED BIDS FOR PROJECT 2018-156, APPLE VALLEY SPORTS ICE ARENA 2019 ICE SYSTEM REPLACEMENT WHEREAS, the Apple Valley City council has reviewed specifications for “Apple Valley Sports Ice Arena 2019 Ice System,” copies of which are on file in the Office of the Parks and Recreation Department, 14603 Hayes Road, Apple Valley, MN; and WHEREAS, the City Council believes that the interest of the City would be best served by receiving sealed proposals based on said specification. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The City Clerk is hereby authorized to receive sealed bids at the time and place specified in the form of notice attached hereto as Exhibit A. 2. The City Clerk is authorized and directed to cause an advertisement for said bids to be posted on the City’s website and on the online Quest Construction Data Network, not less than ten (10) days prior to the opening of said bids. ADOPTED this 11th day of October, 2018. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk I T E M: 4.K. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Agreement with J W S Construction, L L C, for Apple Valley Fire Station One Bay F loor S taff Contact: Charles Russell, A cting F ire Chief Department / Division: Fire Department AC T I O N RE Q UE S T E D: Approve entering into an agreement with J WS C onstruction, LLC, for Apple Valley Fire Station One Bay Floor, in the amount of $21,300.00. S UM M ARY: T he Fire Department is pursuing some repair work to the concrete bay floors at Fire Station 1. A dditionally, at Fire Station 3 there is an exterior set of concrete steps at an exit door that needs repair. It is the Fire D epartment's recommendation that C ity Council approve entering into this agreement with J WS Construction, LLC, for the concrete repair. B AC K G RO UND: T he Fire Department is pursuing some repair work to the concrete bay floors at Fire Station 1. T he area where the garage door meets the bay floor underneath doors number one, two, and three has a piece of tubular steel embedded in the concrete floor. T his steel tubing has corroded and no longer allows the door to seal. T his steel tubing was installed when the fire station was originally built in 1975. T he steel will be removed and replaced with concrete. Also being repaired are the areas around the floor drains. T he steel angle iron is corroding and will be removed and replaced with concrete. Finally, at Fire Station 3 there is an exterior set of concrete steps at an exit door that needs repair. It is the Fire D epartment's recommendation that C ity Council approve entering into this agreement with J WS Construction, LLC. B UD G E T I M PAC T: Funding for this concrete work has been approved in the 2018 budget. AT TAC HM E NT S : Agreement Exhibit Quotation CITY OF APPLE VALLEY, MINNESOTA AGREEMENT FOR APPLE VALLEY FIRE STATION ONE BAY FLOOR THIS AGREEMENT, made this 11th day of October, 2018, by and between the City of Apple Valley, hereinafter called "City", and JWS Construction, LLC, hereinafter called "Contractor"; WITNESSETH, that the City and the Contractor, for the consideration hereinafter stated, agree as follows: 1. SERVICES TO BE PERFORMED The Contractor hereby covenants and agrees to perform and execute all the provisions of the specifications prepared by the City dated September 9, 2018, and made a part of this Agreement by reference, for furnishing of: APPLE VALLEY FIRE STATION ONE BAY FLOOR and to do everything required by this Agreement. 2. COMPLETION DATE The Contractor agrees that the work contemplated by this Agreement shall be fully and satisfactorily completed on or before the date shown on the Proposal attached hereto. 3. CHANGE ORDERS Any changes to the work specified by this Agreement shall be made in writing and signed by both parties. Only the Acting Fire Chief will have the authority to initiate any change orders which must be submitted to the City Council for approval. No payment will be made for any claim for additional charges not processed in this manner. 4. PAYMENT The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid as set forth in the copy of the accepted Proposal Form hereto attached, the aggregate amount of which is $21,300.00. Upon completion of delivery and installation by the Contractor and acceptance by the City, Contractor shall submit an invoice for the lump sum of the aggregate amount. This invoice will be paid by the City within thirty (30) days of receipt. If the aggregate amount of this Agreement exceeds $50,000.00, and the work contemplated by this Agreement is associated with building, erection, construction, alteration, remodeling, demolition, or repair of buildings, real property, highways, roads, bridges, or other construction work, Contractor must be a “responsible contractor” pursuant to Minnesota Statutes 2 § 16C.285. Contractor has verified under oath that it meets the minimum criteria specified in Minnesota Statutes § 16C.285, subdivision 3, by providing a verification of compliance (Affidavit of Responsible Contractor), with its Proposal Form. The Affidavit of Responsible Contractor verifies that the Contractor complies with the minimum criteria in Minnesota Statutes § 16C.285, subdivision 3, with the exception of clause (7). Contractor is required to comply with Minnesota Statutes § 16C.285 throughout the duration of this Agreement. 5. CONTRACTOR’S OBLIGATIONS TO SUBCONTRACTORS The Contractor shall pay any subcontractor within ten days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor shall pay interest of one and one-half (1-1/2%) percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time pursuant to this provision to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of one hundred ($100.00) dollars or more shall be ten ($10.00) dollars. For an unpaid balance of less than one hundred ($100.00) dollars, the Contractor shall pay the actual penalty due under this provision to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Contractor shall be awarded its costs and disbursements, including attorneys’ fees, incurred in bringing this action. 6. INSURANCE Contractor shall not commence work under this Agreement until it has obtained all insurance required under this section and shall have filed the certificate of insurance or the certified copy of the insurance policy with the City. Each insurance policy shall contain a clause providing that it shall not be canceled by the insurance company without thirty (30) days written notice to the City of the intent to cancel. Minimum requirements: A. Worker’s compensation insurance as may be required by law. B. Employer’s liability insurance with minimum limits as follows: Bodily Injury by Disease - $500,000 per person Bodily Injury by Disease - $500,000 general aggregate Bodily Injury by Accident - $500,000 general aggregate C. Contractor's comprehensive general and automobile liability insurance, including coverage for non-owned and hired vehicles, in limits as follows: General Liability - $1,000,000 each occurrence - $2,000,000 aggregate Automobile Liability - $1,000,000 combined single limit for bodily injury and property damage 3 D. The City of Apple Valley shall be listed as an additional insured on the above policies. In addition, those property owners, if any, from whom temporary construction easements were obtained shall be listed as an additional insured on the above policies. Names of the property owners, along with other required information, will be provided to the successful bidder after the Project has been awarded. E. In addition to all listed coverages, Contractor shall procure and maintain an Umbrella or Excess liability policy in a minimum limit of $1,500,000. 7. INDEMNIFICATION The Contractor shall indemnify and hold harmless the City and its officers, agents and employees from and against all claims, damages, losses or expenses, including attorney fees, which may be suffered or for which they may be held liable, arising out of or resulting from the assertion against them of any claims, debts or obligations in consequence of the performance of this Agreement by the Contractor, its employees, agents or subcontractors, whether or not caused in part by a party indemnified hereunder. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss. 8. CONTRACT DOCUMENTS The contract documents shall include the following documents, as if fully set forth herein, and the Contractor acknowledges familiarity with said documents: A. This Agreement B. Detailed Specifications C. Bid Proposal Form D. Certificate of Insurance E. Affidavit of Responsible Contractor (when applicable) 9. WHOLE AGREEMENT This Agreement embodies the entire agreement between the parties including all prior understanding and agreements and may not be modified except in writing signed by all the parties. EXECUTED as of the day and year written below. CITY OF APPLE VALLEY Date By Mary Hamann-Roland, Mayor 4 Date And Pamela J. Gackstetter, City Clerk JWS Construction, LLC Date By Date And STATE OF ________________ ) ) SS. COUNTY OF ______________ ) On this _____ day of ______________, ____, before me personally appeared ___________________________ and _________________________, to me known who, being by me duly sworn, did say that they are respectively the ___________________________ and ______________________ of ________________________________, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of the corporation by authority of its Board of Directors, and said officers acknowledged the instrument to be the free act and deed of said corporation. (Notarial Seal) Notary Public AFFIDAVIT OF RESPONSIBLE CONTRACTOR State of Minnesota ) ) SS County of ____________ ) I hereby swear (or affirm) under the penalty for perjury at the time of submitting a prime contractor bid for City Project No. ___ (“Project”) to the City of Apple Valley: 1. That I am a contractor within the meaning of MINN. STAT. § 16C.285, subd 1(c); 2. That I am in compliance with worker’s compensation and unemployment insurance requirements; 3. That I am currently registered with the Department of Revenue and the Department of Employment and Economic Development; 4. That I have a valid Federal Tax Identification Number; 5. That if I am a foreign corporation or cooperative, I have filed a Certificate of Authority to transact business in Minnesota with the Secretary of State; 6. That I am in compliance with and since July 1, 2014 or a three-year period before submitting this verification, whichever is shorter (“Applicable Period”), have not violated Minn. Stat. §§ 177.24, 177.25, 177.41 – 177.44, 181.13, 181.14 or 181.722, and have not violated United States Code, title 29, sections 201 to 219, or United States Code, title 40, sections 3141 to 3148. For purposes of this clause, a violation occurs when a contractor or related entity: i. Repeatedly fails to pay statutorily required wages or penalties on one or more separate projects for a total underpayment of $25,000 or more within the Applicable Period, provided that a failure to pay is “repeated” only if it involves two or more separate and distinct occurrences of underpayment during the Applicable Period; ii. Has been issued an order to comply by the commissioner of labor and industry that has become final; iii. Has been issued at least two determination letters within the Applicable Period by the Department of Transportation finding an underpayment by the contractor or related entity to its own employees; iv. Has been found by the commissioner of labor and industry to have repeatedly or willfully violated any of the sections referenced in this clause pursuant to Minn. Stat. § 177.27; v. Has been issued a ruling or findings of underpayment by the administrator of the Wage and Hour Division of the United States Department of Labor that have become final or have been upheld by an administrative law judge or the Administrative Review Board; or vi. Has been found liable for underpayment of wages or penalties or misrepresenting a construction worker as an independent contractor in an action brought in a court having jurisdiction. 7. That I am in compliance with and, during the Applicable Period before submitting the verification, have not violated Minn. Stat. § 181.723 or Minn. Stat. Ch. 326B. For purposes of this clause, a violation occurs when a contractor has been issued a final administrative or licensing order; 8. That I have not received a final determination assessing a monetary sanction from the Department of Administration or Transportation for failure to meet targeted group business, disadvantaged business enterprise, or veteran- owned business goals, due to a lack of good faith effort, more than once during the Applicable Period before submitting the verification; 9. That I am not currently suspended or debarred by the federal government or the state of Minnesota or any of its departments, commissions, agencies, or political subdivisions that have authority to debar a contractor; 10. That the following consists of a list of first-tier subcontractors that I intend to retain for work on the Project: i. ii. iii. iv. 11. That I will submit to the City a supplemental verification under oath confirming compliance with Minn. Stat. § 16C.285, subdivision 3, clause (7) upon being determined the apparent successful prime contractor as a condition precedent to execution of the construction contract with the City for the Project. Firm (Contractor/Bidder) Name: JWS Construction, LLC Signed _______________________________________________________________________ (Owner or Officer) Printed Name by Owner or Officer: __________________________________________ Title: _____________________________________ Bidder’s E.I. Number: ___________________________________________________________ (Number used on Employer’s Quarterly Federal Tax Return, U.S. Treasury Department Form 941) Subscribed and sworn to before me this __________ day of ____________________, 20___. (SEAL) __________________________________________ Notary Public Estimate Date 9/19/2018 Estimate # 1772 Name / Address Apple Valley Fire Department Jeff Melville Fire Station #1 JWS Construction 612 - 414 - 8342 14504 Cobalt Ave Rosemount, MN 55068 Project Phone # 612.414.8342 jack@jwsconcrete.com www.jwsconcrete.com Total Description Qty Rate Total Fire Station #1 Concrete Garage Door Pads(remove defective garage door pads and replace/install dowel pins/install re-bar/install with slope both directions where garage door meets concrete!!!!)3 locations 18' x 18" Too Include removal and replacement of clean-out cover and concrete around it!!! 3 1,050.00 3,150.00 Concrete Drain Replacement(remove concrete around existing concrete drains and replace/install dowel pins/re-bar where possible) Install without angle iron or with galvanized angle iron!!! If installed with galvanized angle iron, additional charges will be applied!!!! 7 locations(1 located in ambulance bay) 7 1,650.00 11,550.00 Concrete Slab(remove concrete around defective clean-out cover and replace)2' x 2' Too include new clean-out cover!!! 1 400.00 400.00 Site Work/Saw cut expansion joint along garage floor/patch pop-out areas!! 1 325.00 325.00 Site Work/Saw cut and remove curb with angle iron and replace)47 lineal feet 4 1/2 x 47' 1 1,975.00 1,975.00 Fire Station #3 Concrete Repairs to Railing/Steps and Defective Curb 1 1,500.00 1,500.00 $18,900.00 I T E M: 4.L . C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Change Order No. 1 to A greement with G.F. J edlicki, I nc., for Project 2018-104, 2018 Utility I mprovements S taff Contact: B randon A nderson, City Engineer Department / Division: E ngineering Division AC T I O N RE Q UE S T E D: Approve C hange Order No. 1 to the agreement with G.F. J edlicki, Inc., for Project 2018- 104, 2018 Utility Improvements, by adding the amount of $56,966.00. S UM M ARY: Attached for consideration is Change Order No. 1 that addresses the Owner requested changes to the construction documents. A brief description of the change order is as follows: Part 1 – T his portion of the change order addresses the owner directed change in scope to directionally drill the 8” water main in lieu of open cut along 160th Street at Harwell Avenue. Part 1 subtotal is a deduct of $30,246.70. T he cost associated with this change reflects fair market value for the work. Part 2 – T his portion of the change order addresses the owner directed additional work associated with results from the required Water Main Leak Detection Survey completed in May 2018. T hree (3) additional water main break locations required immediate repair. Part 2 subtotal is an addition of $19,535.00. T he cost associated with this change reflects fair market value for the work. Multiple quotations were solicited from contractors. Part 3 – T his portion of the change order addresses the owner directed additional work associated with the additional removal of an existing unused Post Indicator Valve at Fire Station N umber 2. Part 3 subtotal is an addition of $3,345.00. T he cost associated with this change reflects fair market value for the work. Multiple quotations were solicited from contractors. T his work is included in the approved budget under fire. Part 4 – T his portion of the change order addresses the owner directed additional work associated with MS4 required sediment removal and permanent erosion control stabilization at Briar Oaks Pond. Part 4 subtotal is an addition of $64,332.70. T he cost associated with this change reflects fair market value for the work. B AC K G RO UND: On April 26, 2018, the C ity Council awarded a construction contract to G.F. J edlicki, Inc., in the amount of $1,532,381.50 for Project 2018-104, 2018 Utility Improvements. Resolution 2018-53. B UD G E T I M PAC T: T his work will be funded via the water utility and storm water fund. T he overall project budget established at project authorization has construction contingency costs to account for the additional improvements. T he overall project is anticipated to be completed under the contract amount. AT TAC HM E NT S : Change Order Document(s) I T E M: 4.M. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Change Order No. 1 to A greement with Clean 'N Seal, I nc., for P roject 2018-128, 2018 Concrete Cleaning & S ealing Services, and Approve A cceptance and F inal Payment S taff Contact: Michael Glewwe, P ublic Works S uperintendent - Streets Department / Division: S treets Division AC T I O N RE Q UE S T E D: Approve C hange Order No.1 to agreement with C lean 'N Seal, Inc., with an addition of $632.00; and accepting Project 2018-128, 2018 C oncrete C leaning & Sealing Services, as complete and authorizing final payment in the amount of $20,382. S UM M ARY: Clean 'N Seal, Inc. has requested final payment of $20,382 for cleaning and sealing decorative concrete sidewalks along the east side of Cedar Avenue from 155th Street to 145th Street. T he contractor has completed all work per the agreement. T he improvements have been inspected and found to be acceptable for final payment. An additional 3,200 square feet was cleaned and sealed in order to use all of the sealant from the opened barrel. T he cost to complete the additional cleaning and sealing is $632 for a total of $20,382. B AC K G RO UND: On April 26, 2018, C ity C ouncil approved an agreement with C lean 'N Seal, Inc. in the amount of $19,750 for cleaning and sealing 100,000 square feet of decorative concrete along Cedar Avenue. B UD G E T I M PAC T: Funds for this project are included in the 2018 operating budget for the Public Works Streets Division. AT TAC HM E NT S : Change Order Document(s) F inal Pay Documents Jeff Essig - President 10/1/18 I T E M: 4.N. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Acceptance and Final P ayment on Agreement with Fahrner A sphalt Sealers, L L C, for P roject 2018-103, 2018 Micro S urfacing S taff Contact: B randon A nderson, City Engineer Department / Division: E ngineering Division AC T I O N RE Q UE S T E D: Approve acceptance and final payment on the agreement with Fahrner A sphalt Sealers, LLC, in the amount of $12,181.18; and accepting Project 2018-103, 2018 Micro Surfacing, as complete and authorizing final payment in the amount of $12,181.18 for a contract total of $243,623.63. S UM M ARY: Attached please find the second and final payment for Project 2018-103, 2018 Micro Surfacing. All public improvements associated with the project are complete and in acceptable condition to become public infrastructure of the City. T his final payment of $12,181.18 will close the agreement with Fahrner Asphalt Sealers, LLC ., and result in a total construction cost of $243,623.63. Total project expenses fall within the preliminary project estimate of $331,155.49. B AC K G RO UND: On May 10, 2018, the City C ouncil awarded a construction contract to Fahrner Asphalt Sealers, LLC., in the amount of $281,155.49 for Project 2018-103, 2018 Micro Surfacing. Resolution 2018-61. B UD G E T I M PAC T: Final cost breakdown and funding for the project is summarized below. Project C ost: As Awarded Final Construction C ost $ 281,155.49 $ 243,623.63 Construction C ontingency 20,000.00 0.00 Engineering Design/Inspection 30,000.00 20,317.38 Total Estimated Cost $ 331,155.49 $ 263,941.01 Project Funding: Municipal State Aid $ 263,941.01 AT TAC HM E NT S : F inal Pay Documents Owner: Date: September 18, 2018 For Period: Request No: 2ANDFINAL Contractor: CONTRACTOR'S REQUEST FOR PAYMENT 2018 Micro Surfacing Project File No. 2018-103 SUMMARY 1 Original Contract Amount $ $281,155.49 2 Change Order - Addition $ 0.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ $281,155.49 5 Value Completed to Date $ $243,623.63 6 Material on Hand $ $0.00 7 Amount Earned $ $243,623.63 8 Less Retainage 0% $ $0.00 9 Subtotal $ $243,623.63 10 Less Amount Paid Previously $ $231,442.45 11 Liquidated damages - $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 2ANDFINAL $ $12,181.18 Approved by Contractor: Approved by Owner: Brandon S Anderson, City Engineer ___________________________________________ Date Specified Contract Completion Date: September 7, 2018 _____________________________________ Mary Hamann-Roland, Mayor ___________________________________________ Date _____________________________________ Pamela J. Gackstetter, City Clerk ___________________________________________ Date Fahrner Asphalt Sealers LLC, 6615 US Hwy 12W, Eau Claire, WI 54703 City of Apple Valley, 7100 W. 147th St., Apple Valley, MN 55124 8/25/18-9/18/18 Fahrner Asphalt Sealers LLC CITY OF APPLE VALLEY 2018-103 Request for Payment 2ANDFINAL Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity To Date To Date No. Item 1 MOBILIZATION LS 1 25,000.00$ 1.00 1.00 25,000.00$ 2 TRAFFIC CONTROL LS 1 22,000.00$ 1.00 1.00 22,000.00$ 3 REMOVE PAVEMENT MARKINGS - 4" LINES LF 10,644 0.56$ 10644.00 10644.00 5,960.64$ 4 REMOVE PAVEMENT MARKINGS - 12" LINES LF 463 1.90$ 404.00 404.00 767.60$ 5 REMOVE PAVEMENT MARKINGS - 24" LINES LF 160 6.00$ 100.90 100.90 605.40$ 6 REMOVE ZEBRA CROSSWALK SF 126 6.00$ 126.00 126.00 756.00$ 7 REMOVE PAVEMENT MESSAGE - LEFT ARROW AND RIGHT ARROW SF 480 4.50$ 480.00 480.00 2,160.00$ 8 REMOVE PAVEMENT MESSAGE - LEFT TURN THROUGH ARROW - RIGHT TURN THROUGH ARROW SF 475 4.50$ 190.00 190.00 855.00$ 9 ADJUST MANHOLE CASTING-CAST IRON MANHOLE ADJUSTMENT RING, NEENAH R-1979 SERIES EA 7 350.00$ 0.00 -$ 10 BITUMINOUS MATERIAL FOR MICRO-SURFACING GAL 25,945 4.07$ 21861.79 21861.79 88,977.47$ 11 MIRCO-SURFACING SURFACE COURSE (MNDOT TYPE 2 AGGREGATE MODIFIED)TN 780 135.40$ 664.20 664.20 89,932.68$ 12 4" DOUBLE SOLID LINE, YELLOW LF 16,240 0.20$ 14668.40 14668.40 2,933.68$ 13 4" SOLID LINE, YELLOW LF 2,050 0.20$ 2261.00 2261.00 452.20$ 14 4" SOLID LINE, WHITE LF 11,000 0.15$ 11152.80 11152.80 1,672.92$ 15 12" SOLID LINE, WHITE LF 1,000 0.30$ 808.00 808.00 242.40$ 16 24" SOLID LINE, WHITE LF 550 1.50$ 264.80 264.80 397.20$ 17 PAVEMENT MESSAGE - LEFT ARROW - WHITE SF 330 2.25$ 300.00 300.00 675.00$ 18 PAVEMENT MASSAGE- RIGHT THROUGH ARROW- WHITE SF 208 2.25$ 104.64 104.64 235.44$ TOTAL BID PART 1 243,623.63$ TOTAL BID 243,623.63$ 2018-103 Request for Payment 2ANDFINAL PROJECT PAYMENT STATUS OWNER Project File No. 2018-103 CONTRACTOR CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From To Payment Retainage Completed 1 08/09/2018 08/24/18 2ANDFINAL 08/25/2018 09/18/18 Material on Hand Total Payment to Date Original Contract $281,155.49 Retainage Pay No. 2ANDFINAL Change Orders Total Amount Earned Revised Contract $281,155.49$231,442.45 $231,442.45 243,623.63 12,181.18 243,623.63 231,442.45 12,181.18 CITY OF APPLE VALLEY Fahrner Asphalt Sealers, LLC 2018-103 Request for Payment 2ANDFINAL I T E M: 4.O. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Acceptance and Final P ayment on Agreement with Hawkins, I nc., for P roject 2018-138, Outdoor Pool Water Management S taff Contact: B arry B ernstein, Parks and Recreation Director Department / Division: Parks and Recreation Department AC T I O N RE Q UE S T E D: Motion to accept Project 2018-138, Outdoor Pool Water Management, as complete, and authorizing final payment on the agreement with Hawkins, Inc., in the amount of $39,817.50. S UM M ARY: Hawkins, Inc., has completed work at the Apple Valley Family Aquatic C enter and Redwood Outdoor Pool as stated in the 2018 Outdoor Pool Water Management Agreement. All final paperwork has been submitted to the C ity C lerk’s office. Staff has found the work satisfactory and recommends authorization of final payment to Hawkins, Inc., in the amount of $39,817.50 to complete this agreement. B AC K G RO UND: Written quotations were solicited for the purpose of providing water treatment at Apple Valley Family Aquatic Center and Redwood Pool for the 2018 summer season. Hawkins, Inc., was awarded the contract agreement in the amount of $79,635.00. T he payments were broken into two installments, with final payment due at the end of the season. B UD G E T I M PAC T: Funds have been allocated within the 2018 Budget for this service. AT TAC HM E NT S : F inal Pay Documents I T E M: 4.P. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Acceptance and Final P ayment on Agreement with Dakota Unlimited, I nc., for P roject 2018-148, 2018 Quarry P oint F ence Extension S taff Contact: Carol Blommel J ohnson, Public Works Superintendent - Utilities Department / Division: Utilities Division AC T I O N RE Q UE S T E D: Motion to accept Project 2018-148, 2018 Quarry Point Fence Extension, as complete, and authorizing final payment on the agreement with Dakota Unlimited, Inc., for , in the amount of $12,168.00. S UM M ARY: Dakota Unlimited has completed the fence extension. All items associated with the fence installation project are complete and in acceptable condition. Approximately 300 feet of fence was installed along the southern boundary of the Quarry Point athletic complex and water tower site. B AC K G RO UND: On J une 14, 2018, the C ity C ouncil approved the agreement with D akota Unlimited for the fence extension installation. B UD G E T I M PAC T: Funding for the fence extension was included in the 2018 Public Works Utilities Division Water Fund Budget. Fence Extension 2018-148 5330.6735 Agreement Amount $12,168.00 AT TAC HM E NT S : F inal Pay Documents I T E M: 4.Q. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A dopt Resolution A mending 2018 Pay and Benefit Plan S taff Contact: Melissa Haas, Human Resources Manager Department / Division: Human Resources Division AC T I O N RE Q UE S T E D: Adopt resolution amending the 2018 Pay and Benefit Plan. S UM M ARY: Based on a review of departmental needs and in preparation to recruit for a current vacancy, staff recommends amending the 2018 Pay and Benefit Plan to replace one Department Specialist authorized position in grade 130 with a Public Works G IS/Department Specialist position in grade 140. B AC K G RO UND: T he Public Works D epartment currently has a vacancy in the position of Department Specialist, which provides administrative support services to Public Works staff at the Central Maintenance Facility (C MF). T here are currently two authorized Department Specialist positions at C MF. In preparation to recruit for a replacement for the current vacancy, Public Works Director Matt Saam and Public Works/Cemetery Administrative Coordinator Cheryl Groves reviewed the current needs of the department. Based on this review, staff has determined that the department would benefit from a position that can provide skilled G IS resources and asset management to support the increased demand for professional level mapping capability, detailed database and asset management software administration, as well as continue to provide administrative support services to Central Maintenance Facility staff. Based on these factors, staff recommends amending the 2018 Pay and Benefit plan to replace the position of D epartment Specialist in grade 130 with the position of Public Works G IS/Department Specialist in grade 140. B UD G E T I M PAC T: Funds sufficient to accomplish the recommended changes are included in the current 2018 budget and future 2019-2020 budgets as currently proposed. AT TAC HM E NT S : Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2018- A RESOLUTION AMENDING THE 2018 PAY AND BENEFIT PLAN WHEREAS, the City Council of Apple Valley adopted Resolution No. 2017-214 approving the revised 2018 Pay and Benefit Plan; and WHEREAS, the city desires to amend the 2018 Pay and Benefit Plan to accomplish certain timely position changes within the Public Works Department. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the 2018 Pay and Benefit Plan is hereby amended as follows: 1. That, one authorized Department Specialist position in Public Works in grade 130 is replaced with Public Works/GIS Department Specialist in grade 140. 2. That, staff is directed to amend the 2018 Pay and Benefit Plan document to reflect the changes approved herein. BE IT FURTHER RESOLVED, that all other items in the 2018 Pay and Benefit Plan remain unchanged. ADOPTED this 11th day of October, 2018. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk I T E M: 4.R. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A dopt Resolution A pproving 2019 City Contribution toward Employee Group I nsurance S taff Contact: Melissa Haas, Human Resources Manager Department / Division: Human Resources Division AC T I O N RE Q UE S T E D: Adopt resolution approving 2019 C ity maximum monthly contribution toward group insurance for eligible unrepresented employees and elected officials. S UM M ARY: Staff recommends establishing the following maximum monthly contribution for eligible unrepresented employees and elected officials in 2019: $940 per month for employees enrolled in a copay health plan (+$10 from 2018) $1,285 per month for employees enrolled in a deductible health plan (+$45 from 2018) Additional $80 per month contribution to the HRA or HSA of participants in a deductible health plan (no change from 2018) B AC K G RO UND: T he C ity of A pple Valley currently provides group medical, dental, and life insurance to employees in full-time positions designated in the Pay and Benefit Plan and elected officials. T he C ity makes a maximum monthly contribution toward the selected benefits for eligible employees. An additional incentive contribution of $80 per month is made to the Health Reimbursement Arrangement (HRA) or Health Savings Account (HSA) of participants enrolled in a deductible health plan. An open enrollment period is held each year to allow employees to make changes to certain benefits coverage. T his year’s open enrollment period will be held October 19 – November 2 for an effective date of J anuary 1, 2019. In order for employees to make the best-informed decision during the open enrollment period, it is beneficial to communicate the monthly City contribution in advance. T he C ity is a member of the LO G IS health care consortium. In 2016, the consortium solicited competitive bids for group health insurance and selected HealthPartners as the carrier beginning in 2017. T he consortium's contract with HealthPartners includes rate caps through 2021. T he rates for the selected plans have been released from LO G IS. For 2019, our rates will increase by approximately 7.6%. T his includes a 2.4% reduction because of a federal premium tax holiday, which HealthPartners is passing along to customers. Without the reduction, the increase would have been the rate cap of 10%. For 2019, the C ity will continue to offer the same types of health plan options: a copay plan and two types of deductible plans. One type of deductible plan coordinates with a Health Reimbursement Arrangement (HRA), and the other type of deductible plan coordinates with a Health Savings Account (HS A). C urrently, 87% of City employees participate in a deductible health plan. Preventive care is encouraged and promoted for all covered employees. Preventive health care is 100% covered with no deductible or copayment under all of the C ity’s health plan options. Two network options will also remain available: Open Access (most MN providers) and Perform (open access network excluding a small number of high-cost health systems). T he C ity's dental plan will remain with HealthPartners Dental, and rates will not increase for 2019. Life insurance will remain with Sun Life, and rates will not increase for 2019. T he C ity will offer employees several opportunities to learn more about group insurance plan options during the open enrollment period, including group sessions and individual meetings. B UD G E T I M PAC T: T he recommended C ity contribution results in approximately an equivalent sharing of the average overall health plan premium increase between the C ity and employees in a deductible plan. T his amount is consistent with the 2019 proposed budget. AT TAC HM E NT S : Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2018- A RESOLUTION ESTABLISHING THE CITY CONTRIBUTION TOWARD GROUP INSURANCE FOR ELIGIBLE EMPLOYEES COVERED BY THE PAY AND BENEFIT PLAN AND ELECTED OFFICIALS. WHEREAS, the City offers group medical, dental, basic life and supplemental life insurance to eligible unrepresented employees and elected officials; and WHEREAS, in preparation for the annual open enrollment period and meetings scheduled to begin in October 2018, it is desirable to establish the City provided benefit amount effective for January 1, 2019. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Apple Valley, Dakota County, Minnesota, hereby approves a maximum monthly contribution of: • $940 per month toward group health, dental, and life insurance for eligible unrepresented employees and elected officials covered by the Pay and Benefit plan who are enrolled in a City-sponsored copay health plan in 2019; and • $1,285 per month toward group health, dental, and life insurance for eligible unrepresented employees and elected officials covered by the Pay and Benefit plan who are enrolled in a City-sponsored deductible health plan in 2019, and an additional $80 per month contribution to the City-sponsored HRA or HSA of those enrollees in such deductible health plan. ADOPTED this 11th day of October, 2018. _____________________________________ Mary Hamann-Roland, Mayor ATTEST: _____________________________________ Pamela J. Gackstetter, City Clerk I T E M: 4.S. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove P ersonnel Report S taff Contact: Melissa Haas, Human Resources Manager Department / Division: Human Resources Division AC T I O N RE Q UE S T E D: Approve the personnel report. S UM M ARY: T he employment actions attached to this memo are recommended for City C ouncil Approval. B AC K G RO UND: T he City Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. B UD G E T I M PAC T: Budgeted positions. AT TAC HM E NT S : Personnel Report PERSONNEL REPORT October 11, 2018 City of Apple Valley Human Resources EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Name Last Name Action Position Status Dept. Base Pay Rate Pay Type Pay Scale Date (on or about) Derek Anderson Hire Ice Resurfacer Casual, Variable 5205 $ 13.40 Hourly C-06 10/13/2018 Jasmine Cato Hire Sales Clerk Casual, Variable 5090 $ 11.00 Hourly L-1 10/5/2018 Jaime Olsen Hire Skating Instructor Casual, Variable 5205 $ 16.00 Hourly C-10 10/6/2018 Shonda Sauter Hire Police Records Technician Full-Time, Regular 1200 $ 24.50 Hourly 130 10/22/2018 Ian Walker Hire Maintenance I Casual, Seasonal 5105 $ 12.16 Hourly SM1 10/5/2018 Zach Wood Hire Facility Attendant Casual, Variable 1900 $ 10.00 Hourly C-01 10/4/2018 The Council’s approval of the Personnel Report includes the ratification of the City Administrator’s actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 1 I T E M: 4.T. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Consent A genda Description: A pprove Claims and B ills S taff Contact: Ron Hedberg, Finance Director Department / Division: Finance Department AC T I O N RE Q UE S T E D: Approve claims and bills. S UM M ARY: Attached for C ity C ouncil review and approval are check registers for recent claims and bills. B AC K G RO UND: N/A B UD G E T I M PAC T: Check registers dated September 19, 2018 and September 26, 2018, in the amounts of $3,081,997.69 and $706,235.92, respectively. AT TAC HM E NT S : Claims and Bills Claims and Bills I T E M: 5.A. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Regular A genda Description: P ear One, I nc., d/b/a The Pear at Valleywood, 4851 Mc A ndrews Road S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: 1. Hold a public hearing. 2. Adopt the resolution approving issuance of On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. S UM M ARY: On October 11, 2018, the Council will hold a public hearing on the application by Pear One, Inc., d/b/a T he Pear at Valleywood for On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for a restaurant located at 4851 McAndrews Road. Subject to any comments received at the public hearing, the resolution authorizing issuance of the licenses to Pear One, Inc., d/b/a T he Pear at Valleywood, can be adopted. B AC K G RO UND: T he Police and Fire Departments have completed the necessary background and site investigations and find no reason the license cannot be authorized. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2018- A RESOLUTION APPROVING LIQUOR LICENSE WHEREAS, the City Council, pursuant to City Code Section 111.22 held a public hearing on October 11, 2018, with respect to issuance of a liquor license for Pear One, Inc., d/b/a The Pear at Valleywood, in connection with a restaurant located at 4851 McAndrews Road; and WHEREAS, the City Council has reviewed the application as it is on file with the City Clerk. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley as follows: 1. To grant and approve a license for "On-Sale Intoxicating Liquor" and "Special License for Sunday Liquor Sales" to Pear One, Inc., d/b/a The Pear at Valleywood on premises located at 4851 McAndrews Road, in accordance with plans on file with the City, subject to: A. All terms and conditions of City Code Chapter 111, as amended. B. The right of the City Council to require, at its sole discretion, the presence of peace officers during any hours of operation at the sole cost and expense of the licensee. C. The license shall not be effective until the building is ready for occupancy and conforms to the premises described in the application approved by the Council. 2. The Mayor and City Clerk are hereby authorized to execute said license. 3. This license shall expire at 11:59 o'clock p.m., December 31, 2018. A renewal application must be received on or before October 1, 2018, pursuant to City Code Section 111.23(B). ADOPTED this 11th day of October, 2018. ________________________________ Mayor Hamann-Roland, Mayor ATTEST: _________________________________ Pamela J. Gackstetter, City Clerk I T EM: 5.B. C O UNC I L ME ET I NG D AT E :October 11, 2018 S E CT I O N:Regular Agenda Description: 2018 Special Assessment Roll No. 655, $167,021.21 - Delinquent Utilities Staff Contact: Cathy Broughten, Assistant Finance Director Department / Division: Finance Department AC T ION RE Q UE ST E D: 1. Hold a public hearing. 2. Adopt the resolution levying 2018 Special Assessment Roll No. 655, delinquent utility charges, in the amount of $167,021.21, minus any prepayments. SUM M ARY: Attached please find the public hearing documents for the 2018 Special Assessment Roll No. 655 for delinquent utility account charges for those properties served by utilities. T he public hearing notices have been mailed to the affected property owners and the affidavits of publication of the hearing notices have been received. BAC K GROUND : T he process followed is to complete a certification process of delinquent accounts twice per year. T his twice per year process is unusual for metro area cities, but protects the city by accelerating the process of establishing the unpaid amounts as a lien on the property and avoiding issues that may arise by property owners filing bankruptcy. T he certification process also serves as the city’s “collection agency” and collection process. T he fall certification process started with 1,116 letters being sent August 01, 2018 to all customers who had a delinquent balance, notifying them that if the account was not paid by August 23, 2018, the delinquent amounts would be certified for collection. Once this payment deadline passed, a list of remaining delinquent accounts was prepared and is included for the certification process. Following the City C ouncil calling for a public hearing, a certification letter was sent to the delinquent account holder notifying them of the public hearing and the proposed certification amount, which includes a $50 certification fee. Following the public hearing on October 11, 2018 and Council adoption of an assessment roll, property owners will have 30 days to pay at City offices prior to the list being certified to the county for collection. T he total amount of the assessment was originally $161,021.21 and represented 553 accounts. T his amount is up from the spring 2018 certification total of $153,360.69, which included 488 accounts. It is also higher than the fall 2017 amount of $151,540.48 which included 536 accounts. We have received $33,906.27 payments to date, which brings the current balance to $133,114.94. History of recent certifications: F all '14 Spring'15 Fall '15 Spring '16 Fall'16 Spring '17 Fall '17 Spring '18 Fall '18 Amount Certified $173,745 $162,825 $152,995 $137,712 $150,436 $155,626 $151,540 $153,361 $167,021 Number of a/c's 637 515 563 504 538 489 536 488 553 Average $273 $316 $272 $273 $280 $318 $283 $314 $302 Prepayments will be accepted by the C ity until Tuesday, November 13, 2018. At that time, the balance will be submitted to Dakota C ounty to be levied on the 2019 property tax statements along with 8% interest from the date of the adoption of the assessment roll. No written objections have been received. BUD G E T IM PAC T: T he ultimate adoption of the assessment roll and the collection of the certified amounts will avoid having to write-off $167,021.21 of previously billed utility revenues. AT TAC HM E NT S: Resolution E xhibit EXTRACT OF MINUTES OF MEETING OF THE CITY COUNCIL OF THE CITY OF APPLE VALLEY, DAKOTA COUNTY MINNESOTA, HELD ON OCTOBER 11, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Apple Valley, Dakota County, Minnesota, was held at the Municipal Center in said municipality on the 11th day of October, 2018, at 7:00 o'clock p.m. The following members were present: and the following were absent: * * * * * * * * * * * The Finance Director presented an affidavit of publication showing publication of the Notice of Hearing on proposed assessment roll 655 for improvements as described in said notice. Said affidavit showed publication in the official newspaper in accordance with a resolution heretofore adopted by the City Council, which affidavit was examined, found satisfactory and ordered placed on file. The Mayor announced that the meeting was open for consideration of objections, if any, to said proposed assessment and the Mayor proceeded to conduct the hearing related to the assessment roll. All persons were given an opportunity to present all objections and all written objections theretofore filed with the Clerk were presented and considered and all objections were tabulated and are attached hereto as Exhibit A. The Mayor then declared the hearing closed. Member XXX introduced Resolution No. 2018-xx and moved its adoption: * * * * * * * * * * * CITY OF APPLE VALLEY RESOLUTION NO. 2018- RESOLUTION APPROVING AND LEVYING SPECIAL ASSESSMENTS WHEREAS, public hearings have been duly held this 11th day of October, 2018, concerning the proposed assessment roll as set forth in Council Resolution No. 2018-125 with all objections to any of said assessment having been duly noted and considered, if any. BE IT THEREFORE RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The Assistant Finance Director has calculated the amount proper and necessary to be specially assessed for improvements in the areas described in the legal notice of public hearing, as set forth in Exhibit A of Resolution No. 2018-125, against every assessable lot, piece or parcel of land affected thereby upon the basis of benefits without regard to cash valuation in accordance with the provisions of Minnesota Statutes Annotated, Section 429; and notice has been duly published and mailed as required by law that this Council would meet and pass upon all objections, if any, and to amend said proposed assessment as might be necessary; and said proposed assessment roll has at all times since their filing been open for public inspection and an opportunity has been given to all interested parties to present their objections, if any, to such proposed assessment. 2. This Council, having heard and considered all objections so presented and being fully advised in the premises, finds each of the lots, pieces and parcels of land enumerated in the proposed assessment roll, dated September 13, 2018, in the aggregate amount of $167,021.21 subject to prepayments during the hearing process of $33,906.27, which changes result in a revised aggregate amount of $133,114.94, is subject to such charges and that such amount is hereby levied against each of the respective lots, pieces and parcels of land therein described. The Clerk is hereby directed to amend all necessary parts of the then containing 7 pages of Assessment Roll 655, adopted for hearing purposes by Resolution No. 2018-125 and to attach the amended assessment roll in the amount of $133,114.94, to this Resolution as Exhibit B, now containing 7 pages. 3. The proposed assessment roll is hereby adopted and confirmed as the proper special assessment for each of said lots. Each assessment, together with interest at the rates set forth in Exhibit A of Resolution No. 2018-125 accruing on the full amount thereof, from time to time unpaid, shall be a lien concurrent with one (1) year's interest on that and other unpaid installments to be payable with the general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment roll to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may, at any time, pay the whole of such assessment with interest accrued to day of payment, to the Treasurer of the municipality except that the entire amount may be paid within thirty (30) days hereof without interest. 5. The Assistant Finance Director shall, as soon as may be, prepare and trans- mit to the County Auditor, a Special Assessment Input form as may be prescribed by the County Auditor, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessments in the manner provided by law. ADOPTED this 11th day of October, 2018. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ____________________________________ Pamela J. Gackstetter, City Clerk * * * * * * * * * * * The motion for the adoption of the foregoing Resolution was duly seconded by Member XXX upon a vote being taken thereon, the following voted in favor: and the following voted against the same: Whereupon said Resolution was declared duly passed and adopted on the 11th day of October, 2018. CERTIFICATE I, the undersigned, being duly qualified and acting Clerk of the City of Apple Valley, Dakota County, Minnesota, hereby certify that I have compared the attached and foregoing Extract of Minutes with the original thereof, on file in my office, and that the same is a true and complete transcript of the minutes of a meeting of the Council of said municipality, duly called and held on the date herein indicated, so far as the minutes relate to the levy of assessments for improvements in said municipality. WITNESS my hand and seal of said City this ______ day of _______________, 2018. ___________________________________ Pamela J. Gackstetter, City Clerk Exhibit A RESOLUTION NO. 2018- None PID Name Address CityStateZip Account #Plat_Name Amount 01-02200-50-020 MILLICENT WARRINGTON 13421 CEDAR AVE APPLE VALLEY, MN 55124 0630134215 UNPLATTED $187.75 01-10350-01-090 WENDY BLANCO 14270 HEMLOCK CT N APPLE VALLEY, MN 55124 0363142700 ACADEMY VILLAGE $372.62 01-10350-01-090 AUDREY MILLER 8299 143RD ST W APPLE VALLEY, MN 55124 0585082999 ACADEMY VILLAGE $399.86 01-10350-02-080 ASHLEY M DOHM 14355 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143559 ACADEMY VILLAGE $147.48 01-10350-02-080 KATIE PETTEE 14349 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143492 ACADEMY VILLAGE $176.96 01-10350-02-080 RESIDENT 14353 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143534 ACADEMY VILLAGE $405.72 01-10350-02-090 JEFFREY SULLIVAN 8357 144TH ST W APPLE VALLEY, MN 55124 0588083572 ACADEMY VILLAGE $478.35 01-10350-02-160 KATHERINE MCCORD 8306 143RD ST W APPLE VALLEY, MN 55124 0585083062 ACADEMY VILLAGE $193.95 01-10350-02-160 DESIREE ROSENBLOOM 14322 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143229 ACADEMY VILLAGE $406.75 01-10350-02-160 TABETHA WOODSON 14318 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143187 ACADEMY VILLAGE $189.66 01-10350-05-003 RESIDENT 8420 144TH ST W APPLE VALLEY, MN 55124 0588084208 ACADEMY VILLAGE $151.69 01-10350-20-001 ISAAC AGUILAR 14251 HAYES RD APPLE VALLEY, MN 55124 0360142513 ACADEMY VILLAGE $403.40 01-10350-20-002 RESIDENT 14249 HAYES RD APPLE VALLEY, MN 55124 0360142497 ACADEMY VILLAGE $168.53 01-10350-20-004 LAMONT JACOBS 14255 HAYES RD APPLE VALLEY, MN 55124 0360142554 ACADEMY VILLAGE $269.40 01-10350-40-002 DEAQUA ELD 14327 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143278 ACADEMY VILLAGE $372.00 01-10350-40-004 NICOLE CARLSON 14331 HEMLOCK CT S APPLE VALLEY, MN 55124 0363143310 ACADEMY VILLAGE $329.37 01-10350-60-004 NATHAN GRIER 14385 HEYWOOD AVE APPLE VALLEY, MN 55124 0588143855 ACADEMY VILLAGE $193.95 01-11650-02-140 COREY A LARSON 7249 158TH ST W APPLE VALLEY, MN 55124 0210072490 APPLE PONDS $294.93 01-11650-03-030 THAM PHAM 7400 157TH ST W APPLE VALLEY, MN 55124 0208074003 APPLE PONDS $450.00 01-11650-03-180 PAULINE OBIERO 7325 UPPER 157TH ST W APPLE VALLEY, MN 55124 0209073251 APPLE PONDS $178.55 01-11650-03-210 ERIC ASLESON 7361 UPPER 157TH ST W APPLE VALLEY, MN 55124 0209073616 APPLE PONDS $271.38 01-11651-01-010 THERESA WINTER 15940 GARRETT PATH APPLE VALLEY, MN 55124 0060159405 APPLE PONDS 2ND $226.81 01-11651-01-030 BRIAN CARVER 15910 GARRETT PATH APPLE VALLEY, MN 55124 0060159108 APPLE PONDS 2ND $223.94 01-11651-03-060 CHAD BALLUFF 15875 GARRETT PATH APPLE VALLEY, MN 55124 0060158753 APPLE PONDS 2ND $253.88 01-11651-03-090 JEFF NASH 15861 GARRETT PATH APPLE VALLEY, MN 55124 0060158613 APPLE PONDS 2ND $241.94 01-11651-04-080 CHRIS STELLJES 7140 UPPER 157TH ST W APPLE VALLEY, MN 55124 0209071404 APPLE PONDS 2ND $265.82 01-11651-06-010 DAT DAM 15720 GALLERY AVE APPLE VALLEY, MN 55124 0062157209 APPLE PONDS 2ND $181.17 01-11651-06-030 ABIODUM EHINDEROA 15750 GALLERY AVE APPLE VALLEY, MN 55124 0062157506 APPLE PONDS 2ND $215.37 01-11652-01-050 JOSE GOMEZ 15852 GALVESTON AVE APPLE VALLEY, MN 55124 0107158527 APPLE PONDS 3RD $324.58 01-11652-03-010 LEE HEGGEN 7198 158TH ST W APPLE VALLEY, MN 55124 0210071989 APPLE PONDS 3RD $259.23 01-11652-05-030 ROBBIE RUDEBUSCH 15894 GALVESTON AVE APPLE VALLEY, MN 55124 0107158949 APPLE PONDS 3RD $426.75 01-11652-05-100 JON BEHLING 15968 GALLANT CT APPLE VALLEY, MN 55124 0063159683 APPLE PONDS 3RD $387.54 01-11653-02-020 DIANE ARNOLD 7066 159TH ST W APPLE VALLEY, MN 55124 0215070663 APPLE PONDS 4TH $321.83 01-11653-02-160 ROXANNE BORCHARDT 7194 159TH ST W APPLE VALLEY, MN 55124 0215071943 APPLE PONDS 4TH $264.29 01-11700-01-040 DIANE CREWS 212 SPRUCE DR APPLE VALLEY, MN 55124 0402002121 APPLE VALLEY $157.01 01-11700-01-100 RIGOBERTO NAULA 188 SPRUCE DR APPLE VALLEY, MN 55124 0402001883 APPLE VALLEY $211.09 01-11700-02-090 PAULA WICKLUM 184 LINDEN CIR APPLE VALLEY, MN 55124 0375001845 APPLE VALLEY $368.66 01-11700-02-290 PAUL KARMON 177 SPRUCE DR APPLE VALLEY, MN 55124 0402001776 APPLE VALLEY $106.10 01-11701-02-040 LESLY KEATON 277 ELM DR APPLE VALLEY, MN 55124 0351002775 APPLE VALLEY 2ND $328.36 01-11701-03-060 ERIK WILLIAMS 256 ELM DR APPLE VALLEY, MN 55124 0351002569 APPLE VALLEY 2ND $294.66 01-11701-03-240 DENISE CLENDENING 253 WALNUT LN APPLE VALLEY, MN 55124 0414002531 APPLE VALLEY 2ND $478.49 01-11701-04-220 SUE PETERSON 221 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0345002212 APPLE VALLEY 2ND $310.36 01-11701-04-231 JONATHAN SHARPE 229 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0345002295 APPLE VALLEY 2ND $477.36 01-11702-01-070 JOSEPH STRUNK 212 EDGEWOOD LN APPLE VALLEY, MN 55124 0348002128 APPLE VALLEY 3RD $143.27 01-11702-03-070 KHADER MOHAMMED 444 WALNUT LN APPLE VALLEY, MN 55124 0414004446 APPLE VALLEY 3RD $132.04 01-11702-07-170 SUE NANKIVELL 277 PINEWOOD DR APPLE VALLEY, MN 55124 0393002775 APPLE VALLEY 3RD $134.84 01-11702-07-320 TYLER ZEHRING 357 WALNUT LN APPLE VALLEY, MN 55124 0414003570 APPLE VALLEY 3RD $271.52 01-11702-08-080 MARK STATELY 317 WALNUT LN APPLE VALLEY, MN 55124 0414003174 APPLE VALLEY 3RD $267.44 01-11702-09-080 DONALD KRESSIN 284 WALNUT LN APPLE VALLEY, MN 55124 0414002846 APPLE VALLEY 3RD $229.61 01-11702-12-120 HAYMANOT ZEWDU 145 REDWOOD DR APPLE VALLEY, MN 55124 0396001451 APPLE VALLEY 3RD $294.25 01-11703-02-140 JEFFREY GINTZ 908 MCINTOSH DR APPLE VALLEY, MN 55124 0061009088 APPLE VALLEY 4TH $290.63 01-11703-02-201 TRISHA TAYLOR 913 ORIOLE DR APPLE VALLEY, MN 55124 0070009137 APPLE VALLEY 4TH $255.45 01-11703-03-070 PETRA MONTEREY 953 CORTLAND DR APPLE VALLEY, MN 55124 0013009533 APPLE VALLEY 4TH $351.78 01-11703-04-130 THOMAS MCKENNA 884 ORIOLE DR APPLE VALLEY, MN 55124 0070008840 APPLE VALLEY 4TH $322.41 01-11703-06-050 DANIEL PETERSON-WATER OFF 860 ORIOLE DR APPLE VALLEY, MN 55124 0070008600 APPLE VALLEY 4TH $198.59 01-11703-07-090 MICHELLE FREEMAN 909 MINJON DR APPLE VALLEY, MN 55124 0058009091 APPLE VALLEY 4TH $211.20 01-11703-07-100 KRIS AUGDAHL 913 MINJON DR APPLE VALLEY, MN 55124 0058009133 APPLE VALLEY 4TH $244.57 01-11703-10-170 JAMES BERGEN 921 DUCHESS LN APPLE VALLEY, MN 55124 0022009219 APPLE VALLEY 4TH $321.44 01-11703-11-030 MARY PORREZ 902 CORTLAND DR S APPLE VALLEY, MN 55124 0016009027 APPLE VALLEY 4TH $176.96 01-11705-02-050 CHRISTINA HELMS 840 CORTLAND DR APPLE VALLEY, MN 55124 0013008402 APPLE VALLEY 6TH $315.91 01-11705-02-120 JOSHUA SALYER 857 GREENING DR APPLE VALLEY, MN 55124 0040008573 APPLE VALLEY 6TH $346.12 01-11705-06-050 JIM VOGEL 933 WHITNEY DR APPLE VALLEY, MN 55124 0100009339 APPLE VALLEY 6TH $295.94 01-11705-06-080 LERRENA EVERETT 893 COOPER LN APPLE VALLEY, MN 55124 0010008934 APPLE VALLEY 6TH $447.64 01-11706-01-030 ROBERT KNOUREK 192 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0019001922 APPLE VALLEY 7TH $361.19 01-11706-04-010 KENNETH C THOMAS 975 CORTLAND DR APPLE VALLEY, MN 55124 0013009756 APPLE VALLEY 7TH $360.28 01-11706-05-240 JEREMY BELLAND 925 REDWELL LN APPLE VALLEY, MN 55124 0082009257 APPLE VALLEY 7TH $327.74 01-11706-07-170 VIRGINIA PAPNHAUSEN 981 WHITNEY DR APPLE VALLEY, MN 55124 0100009818 APPLE VALLEY 7TH $102.00 01-11706-08-030 ANDREW FRAME 988 WHITNEY DR APPLE VALLEY, MN 55124 0100009883 APPLE VALLEY 7TH $206.67 01-11706-08-040 ROBERT G SMALE 984 WHITNEY DR APPLE VALLEY, MN 55124 0100009842 APPLE VALLEY 7TH $265.54 01-11707-02-010 RICHARD HANOUSEK 869 MCINTOSH DR APPLE VALLEY, MN 55124 0061008692 APPLE VALLEY 8TH $441.12 01-11707-06-090 VALERIE L SAUL-TAYLOR 816 MCINTOSH DR APPLE VALLEY, MN 55124 0061008163 APPLE VALLEY 8TH $371.49 01-11707-07-010 MARSHA ABDULLAH 892 MCINTOSH DR APPLE VALLEY, MN 55124 0061008924 APPLE VALLEY 8TH $271.58 01-11707-09-070 HUGH O'DONNELL 825 ORIOLE DR APPLE VALLEY, MN 55124 0070008253 APPLE VALLEY 8TH $310.16 01-11707-11-030 JOSEPH WATKINS 869 WHITNEY DR APPLE VALLEY, MN 55124 0100008695 APPLE VALLEY 8TH $189.66 01-11707-12-010 BRIAN TIMM 864 WHITNEY DR APPLE VALLEY, MN 55124 0100008646 APPLE VALLEY 8TH $320.67 01-11707-12-100 ADAM SWARTS 771 NEWELL DR APPLE VALLEY, MN 55124 0067007714 APPLE VALLEY 8TH $319.76 01-11708-00-020 CHAD PIERCE 989 GARDEN VIEW DR APPLE VALLEY, MN 55124 0034009892 APPLE VALLEY 9TH $548.42 01-11708-02-010 TYLER SCHMIDT 996 BALDWIN DR APPLE VALLEY, MN 55124 0004009963 APPLE VALLEY 9TH $258.80 01-11708-02-070 OSIEL GARCIA 911 GARDEN VIEW DR APPLE VALLEY, MN 55124 0034009116 APPLE VALLEY 9TH $410.07 01-11709-01-020 JAMIE A EVERETTS 72 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0019000726 APPLE VALLEY 10TH $348.06 01-11709-01-040 CASSANDRA VOELLER 62 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0019000643 APPLE VALLEY 10TH $322.25 01-11709-01-140 DAVID REGENSCHEID 863 HARALSON DR APPLE VALLEY, MN 55124 0043008638 APPLE VALLEY 10TH $384.95 01-11709-02-010 MATT DURBIN 831 JONATHAN DR APPLE VALLEY, MN 55124 0049008319 APPLE VALLEY 10TH $103.00 01-11709-04-080 MICHAEL CROSS 830 JONATHAN DR APPLE VALLEY, MN 55124 0049008301 APPLE VALLEY 10TH $296.85 01-11709-04-170 DAVID ROBERTS 831 FIRESIDE DR APPLE VALLEY, MN 55124 0031008319 APPLE VALLEY 10TH $605.86 Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 Page 1 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-11710-01-350 CHRISTINE KONAKOWITZ 1005 BALDWIN DR APPLE VALLEY, MN 55124 0004010052 APPLE VALLEY 10TH $335.02 01-11710-04-040 TRACI QUINN 1028 RAMSDELL DR APPLE VALLEY, MN 55124 0079010284 APPLE VALLEY 11TH $324.92 01-11711-05-150 PAUL B COUFAL 910 REDWOOD CIR APPLE VALLEY, MN 55124 0085009106 APPLE VALLEY 12TH $204.52 01-11711-07-350 PAUL HENJUM 1075 WHITNEY DR APPLE VALLEY, MN 55124 0100010758 APPLE VALLEY 12TH $228.35 01-11712-02-150 ANGELA G MATTHIES 1062 WHITNEY DR APPLE VALLEY, MN 55124 0100010626 APPLE VALLEY 13TH $161.85 01-11731-01-030 KIDS CLUBHOUSE CHILDCARE 14980 GARRETT AVE APPLE VALLEY, MN 55124 0748149808 APPLE VALLEY COMMERCIAL 2ND $77.55 01-11750-03-030 CHARLES HAYSLETT III 15126 DUNBAR BLVD APPLE VALLEY, MN 55124 0025151265 APPLE VALLEY EAST $423.97 01-11750-04-060 GETAHUN TESFAYE 15344 DUNBAR AVE APPLE VALLEY, MN 55124 0024153445 APPLE VALLEY EAST $386.48 01-11750-04-110 RESIDENT 15144 DUNBAR BLVD APPLE VALLEY, MN 55124 0025151448 APPLE VALLEY EAST $334.88 01-11750-04-120 MARK N LIDKE 15142 DUNBAR BLVD APPLE VALLEY, MN 55124 0025151422 APPLE VALLEY EAST $306.95 01-11750-04-150 ANGELA HOLLIE 15136 DUNBAR BLVD APPLE VALLEY, MN 55124 0025151364 APPLE VALLEY EAST $81.25 01-11751-05-060 JOHN MARKGRAF 15355 DRESDEN WAY APPLE VALLEY, MN 55124 0018153559 APPLE VALLEY EAST 2ND $280.63 01-11753-01-090 MICHELLE COATES 15463 DREXEL WAY APPLE VALLEY, MN 55124 0657154633 APPLE VALLEY EAST 3RD $233.97 01-11753-02-060 JAY MORPHEW 15458 DREXEL WAY APPLE VALLEY, MN 55124 0657154583 APPLE VALLEY EAST 3RD $187.75 01-11753-04-020 BRAD RUTH 15472 DREXEL WAY APPLE VALLEY, MN 55124 0657154724 APPLE VALLEY EAST 3RD $354.22 01-11755-01-080 DIANNE MORITZ 15105 DUNBAR CT APPLE VALLEY, MN 55124 0026151058 APPLE VALLEY EAST 5TH $308.88 01-11785-03-080 RAYLEIGH OWEN 5426 153RD ST W APPLE VALLEY, MN 55124 0877264083 AV EAST FAMILY 2ND $283.95 01-14700-01-080 WILLIAM ROHR 132 HAYES RD APPLE VALLEY, MN 55124 0360001321 BOB'S GARDEN VIEW $303.15 01-14700-02-100 BERNADINE STEWART 148 STRESE LN APPLE VALLEY, MN 55124 0408001481 BOB'S GARDEN VIEW $161.83 01-14700-02-120 PATRICIA PUTNAM 140 STRESE LN APPLE VALLEY, MN 55124 0408001408 BOB'S GARDEN VIEW $366.97 01-14701-01-020 DAVID VIGEN 124 HAYES RD APPLE VALLEY, MN 55124 0360001248 BOB'S GARDEN VIEW 2ND $257.12 01-14701-01-030 SCOTT DAVIDS 120 HAYES RD APPLE VALLEY, MN 55124 0360001206 BOB'S GARDEN VIEW 2ND $154.50 01-14701-03-010 SCOTT BERG 128 STRESE LN APPLE VALLEY, MN 55124 0408001283 BOB'S GARDEN VIEW 2ND $266.74 01-14701-03-100 JAMES ROBERTS 137 WALNUT CIR APPLE VALLEY, MN 55124 0411001379 BOB'S GARDEN VIEW 2ND $353.50 01-14702-01-010 THOMAS STANDAFER 129 GARDEN VIEW DR APPLE VALLEY, MN 55124 0354001295 BOB'S GARDEN VIEW 3RD $391.74 01-14702-02-020 SOPHIA ROBLE 125 OAKWOOD RD APPLE VALLEY, MN 55124 0381001250 BOB'S GARDEN VIEW 3RD $138.11 01-14702-03-050 JEREK DAIN 188 WALNUT LN APPLE VALLEY, MN 55124 0414001889 BOB'S GARDEN VIEW 3RD $318.50 01-14702-03-160 JENNIFER ROSA 193 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0345001933 BOB'S GARDEN VIEW 3RD $338.43 01-14702-03-170 THOMAS SMITH III 189 COUNTY ROAD 42 APPLE VALLEY, MN 55124 0345001891 BOB'S GARDEN VIEW 3RD $154.50 01-14703-03-050 JUDY WENNBERG 144 OAKWOOD RD APPLE VALLEY, MN 55124 0381001441 BOB'S GARDEN VIEW 4TH $366.94 01-15200-01-060 SCOTT FISHER 7025 121ST ST W APPLE VALLEY, MN 55124 0774070253 BRIAR OAKS OF AV $290.61 01-15200-03-010 PAUL DORNBACH 7022 121ST ST W APPLE VALLEY, MN 55124 0774070220 BRIAR OAKS OF AV $290.83 01-15200-03-140 MARY HVIDHYLD 12178 GANTRY LN APPLE VALLEY, MN 55124 0743121781 BRIAR OAKS OF AV $143.28 01-15201-01-070 RORY BERNSTEIN 12067 GANTRY CT APPLE VALLEY, MN 55124 0744120675 BRIAR OAKS OF AV 2ND $436.00 01-15201-03-270 KEN HAGG 7185 121ST ST W APPLE VALLEY, MN 55124 0774071855 BRIAR OAKS OF AV 2ND $175.52 01-15201-05-010 JULIE LONDGREN 7138 121ST ST W APPLE VALLEY, MN 55124 0774071384 BRIAR OAKS OF AV 2ND $283.30 01-15201-05-030 LYNN KOSLOSKE 7162 121ST ST W APPLE VALLEY, MN 55124 0774071624 BRIAR OAKS OF AV 2ND $313.82 01-16300-02-010 THIENNHIEN BUI 14571 GUTHRIE AVE APPLE VALLEY, MN 55124 0358145718 CARROLLTON ESTATES $115.30 01-16300-03-360 ROBERTO ACOSTA 14532 HAYES RD APPLE VALLEY, MN 55124 0360145326 CARROLLTON ESTATES $377.83 01-16300-04-020 DAVE VALERA 14607 HANOVER LN APPLE VALLEY, MN 55124 0388146074 CARROLLTON ESTATES $120.00 01-16301-01-120 PETER OLSEN 14639 HARRINGTON PL APPLE VALLEY, MN 55124 0418146391 CARROLLTON ESTATES $426.41 01-16301-03-220 PATRICIA DONOVAN-LOUNSBURY 8065 UPPER 146TH ST W APPLE VALLEY, MN 55124 0330080652 CARROLLTON ESTATES 2ND $241.98 01-16301-04-080 BRUCE BIGLER 8082 UPPER 146TH ST W APPLE VALLEY, MN 55124 0330080827 CARROLLTON ESTATES 2ND $266.69 01-16303-01-030 JEFF ZIMMERMAN 14850 HAYES RD APPLE VALLEY, MN 55124 0360148502 CARROLLTON ESTATES 4TH $114.23 01-16303-03-320 GORDON OLSEN 7991 147TH ST W APPLE VALLEY, MN 55124 0333079917 CARROLLTON ESTATES 4TH $288.45 01-16304-02-080 RESIDENT 14853 HAVEN DR APPLE VALLEY, MN 55124 0419148537 CARROLLTON ESTATES 5TH $390.76 01-16304-02-100 TYLER SEVERSON 14861 HAVEN DR APPLE VALLEY, MN 55124 0419148610 CARROLLTON ESTATES 5TH $317.32 01-16401-01-030 PERRY LYNUM 14409 GUTHRIE WAY APPLE VALLEY, MN 55124 0356144093 CARROLLWOOD VILLAGE 2ND $311.80 01-16401-01-080 LUIS BELTRAN 14429 GUTHRIE WAY APPLE VALLEY, MN 55124 0356144291 CARROLLWOOD VILLAGE 2ND $168.53 01-16404-01-030 JAMES R SIMS 7850 142ND ST W APPLE VALLEY, MN 55124 0576078501 CARROLLWOOD VILLAGE 5TH $340.76 01-16404-01-250 MATTHEW BARTELS 7853 GLENDA CT APPLE VALLEY, MN 55124 0353078534 CARROLLWOOD VILLAGE 5TH $313.10 01-16580-04-060 BOBBI WATTS 14222 FREEPORT TRL APPLE VALLEY, MN 55124 0708142223 CEDAR ISLE ESTATES $335.47 01-16580-05-030 SHARON HATZENBUHLER 14044 FOUNTAIN AVE APPLE VALLEY, MN 55124 0726140449 CEDAR ISLE ESTATES $167.46 01-16580-08-040 STEVEN JOHNSON 14197 FLAGSTONE TRL APPLE VALLEY, MN 55124 0713141970 CEDAR ISLE ESTATES $159.40 01-16581-02-130 JUDITH ESCAMILA 14015 FREEPORT CT APPLE VALLEY, MN 55124 0738140155 CEDAR ISLE ESTATES 2ND $374.29 01-16584-02-100 STEVE MAXSON 14059 FOREST LN APPLE VALLEY, MN 55124 0837140593 CEDAR ISLE ESTATES 2ND $406.47 01-16584-03-150 STEPHEN WILLIS 14073 FLAGSTONE TRL APPLE VALLEY, MN 55124 0713140733 CEDAR ISLE ESTATES 5TH $191.85 01-16584-05-030 JOHN LOESCH 14046 FLAGSTONE TRL APPLE VALLEY, MN 55124 0713140469 CEDAR ISLE ESTATES 5TH $246.81 01-16590-03-160 JENNIFER GEISELHART 14448 FLAX WAY APPLE VALLEY, MN 55124 0852144488 CEDAR ISLE VILLAGE HOMES $163.43 01-16591-02-100 BRIAN BALLINGER 14354 FLORA CT APPLE VALLEY, MN 55124 0741143543 CEDAR ISLE VILLAGE HOMES 2ND $382.06 01-16591-02-110 GARY HUNT 14364 FLORA CT APPLE VALLEY, MN 55124 0741143642 CEDAR ISLE VILLAGE HOMES 2ND $223.30 01-17002-01-090 MAHA SAADEH 8230 HAVELOCK CT APPLE VALLEY, MN 55124 0533082307 CHATEAU ESTATES 2ND $359.53 01-17002-01-100 BILL HALVERSON 8210 HAVELOCK CT APPLE VALLEY, MN 55124 0533082109 CHATEAU ESTATES 2ND $230.02 01-17006-01-020 JUSTIN MACK 8215 HAVELOCK CT APPLE VALLEY, MN 55124 0877262303 CHATEAU ESTATES 7TH $155.90 01-17150-01-120 YVONNE NGANDO 13413 GEORGIA CIR APPLE VALLEY, MN 55124 0761134133 CHERRY OAKS ESTATES $378.09 01-17152-01-020 ISAAK GEEDI 13417 GENEVA WAY APPLE VALLEY, MN 55124 0756134171 CHERRY OAKS ESTATES 3RD $454.10 01-18050-02-060 BRIAN KOHORST 15715 DIAMOND WAY APPLE VALLEY, MN 55124 0154157158 COBBLESTONE LAKE $378.73 01-18050-04-120 JONATHAN DENTON 15850 DRAWSTONE TRL APPLE VALLEY, MN 55124 0116158500 COBBLESTONE LAKE $414.99 01-18052-05-010 CHRIS BURNS 15752 DIAMOND WAY APPLE VALLEY, MN 55124 0154157521 COBBLESTONE LAKE 3RD $228.22 01-18052-06-030 JOSHUA BLESSMAN 15665 DUNCAN PATH APPLE VALLEY, MN 55124 0877260158 COBBLESTONE LAKE 3RD $214.25 01-18056-01-070 SONALI DAS 15438 EAMES WAY APPLE VALLEY, MN 55124 0877264738 COBBLESTONE LAKE 7TH $155.90 01-18057-01-120 MICHAEL MASTERS 15474 EAMES WAY APPLE VALLEY, MN 55124 0877265613 COBBLESTONE LAKE 8TH $215.39 01-18060-04-030 TARA ESTEE 15894 DUXBURY LN APPLE VALLEY, MN 55124 0877261173 COBBLESTONE LAKE SOUTH SHORE $181.17 01-18060-10-010 STEVE KYLLO 15850 DUMONT LN APPLE VALLEY, MN 55124 0877260143 COBBLESTONE LAKE SOUTH SHORE $391.83 01-18061-01-010 JOSHUA SCHOAF 4867 159TH ST W APPLE VALLEY, MN 55124 0877260938 COBBLESTONE LAKE SOUTH SHORE 2ND $160.11 01-18062-04-010 JEFFREY HAMMILL 15889 EASTBEND WAY APPLE VALLEY, MN 55124 0877261748 COBBLESTONE LAKE SOUTH SHORE 3RD $470.52 01-18062-06-020 ABDI DHINBIL 15872 EASTCHESTER RD APPLE VALLEY, MN 55124 0877261398 COBBLESTONE LAKE SOUTH SHORE 3RD $428.48 01-18062-06-070 ERIC S ALLEN 15877 DUXBURY LN APPLE VALLEY, MN 55124 0877261813 COBBLESTONE LAKE SOUTH SHORE 3RD $345.65 01-18062-07-080 ABDULLAHI RAZAK-WATER OFF 4942 159TH ST W APPLE VALLEY, MN 55124 0877261393 COBBLESTONE LAKE SOUTH SHORE 3RD $304.33 01-18062-07-090 SHARIFF RASOUL 4930 159TH ST W APPLE VALLEY, MN 55124 0877261443 COBBLESTONE LAKE SOUTH SHORE 3RD $330.17 01-18067-02-070 NASRIN CHOWDHURY 15942 ELMWOOD WAY APPLE VALLEY, MN 55124 0877263918 COBBLESTONE LAKE SOUTH SHORE 8TH $341.85 01-18076-01-030 CHABOTA HANTUBA 8749 134TH ST W APPLE VALLEY, MN 55124 0583087495 COBBLESTONE MANOR 2ND $370.98 01-18076-02-190 SHANNON WASHINGTON 8682 134TH ST W APPLE VALLEY, MN 55124 0583086828 COBBLESTONE MANOR 2ND $302.94 01-18077-01-020 KENT TROYER 8681 134TH ST W APPLE VALLEY, MN 55124 0583086810 COBBLESTONE MANOR 3RD $228.08 01-18077-02-020 JEREMY SCHROEDER 8660 134TH ST W APPLE VALLEY, MN 55124 0583086604 COBBLESTONE MANOR 3RD $160.72 Page 2 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-18077-02-040 MICHELLE A SWENSON 8648 134TH ST W APPLE VALLEY, MN 55124 0583086489 COBBLESTONE MANOR 3RD $80.51 01-18100-01-040 JILLIAN MUSSELMAN 13677 HOLYOKE LN APPLE VALLEY, MN 55124 0365136775 COBBLESTONE LAKEVIEW $415.43 01-18150-01-100 JUDY VAN VOORHIS 8520 135TH ST W APPLE VALLEY, MN 55124 0584085209 COBBLESTONES I $365.36 01-18150-03-102 HOSSAM AFIFI 8657 135TH ST W APPLE VALLEY, MN 55124 0584086579 COBBLESTONES I $377.01 01-18151-01-010 DAVID C ANDERSON 8637 135TH ST W APPLE VALLEY, MN 55124 0584086371 COBBLESTONES I REPLAT $348.35 01-18301-03-020 CHRIS JONES 15315 EAGLE BAY WAY APPLE VALLEY, MN 55124 0877263143 CORTLAND 2ND $366.55 01-19900-02-020 ERLAND FLAMING 5262 144TH ST W APPLE VALLEY, MN 55124 0170052623 DELANEY PARK $393.16 01-19900-02-080 BRIAN MORRILL 5186 144TH ST W APPLE VALLEY, MN 55124 0170051864 DELANEY PARK $285.82 01-19902-01-040 MARK SAUER 14593 EMBRY PATH APPLE VALLEY, MN 55124 0032145938 DELANEY PARK 3RD $683.76 01-19902-01-050 TOM BISHOP 14607 EMBRY PATH APPLE VALLEY, MN 55124 0032146076 DELANEY PARK 3RD $277.29 01-20500-02-250 JASON LINDNER 14685 DENMARK CT APPLE VALLEY, MN 55124 0645146857 DIAMOND PATH $321.53 01-20500-03-320 CORLIN FRANZMEIER 14700 DORY CT APPLE VALLEY, MN 55124 0663147001 DIAMOND PATH $272.38 01-20500-03-490 BECKY ROSE-SHOHOLM 14701 DORY CT APPLE VALLEY, MN 55124 0663147019 DIAMOND PATH $177.44 01-20502-01-200 PAUL BROWN 5178 148TH PATH W APPLE VALLEY, MN 55124 0192051785 DIAMOND PATH 3RD $286.14 01-20502-02-070 JOSEPH BETLEY 14898 EASTER AVE APPLE VALLEY, MN 55124 0660148986 DIAMOND PATH 3RD $263.87 01-20502-03-120 KIMBERLY TURNER 4919 149TH CT W APPLE VALLEY, MN 55124 0195049190 DIAMOND PATH 3RD $368.38 01-20502-08-110 JARED PERO 4985 148TH PATH W APPLE VALLEY, MN 55124 0192049854 DIAMOND PATH 3RD $317.66 01-20502-09-050 PHILLIP RAMEY 5120 148TH PATH W APPLE VALLEY, MN 55124 0192051207 DIAMOND PATH 3RD $518.61 01-20503-01-040 JAMES ARNOLD 14940 ECHO WAY APPLE VALLEY, MN 55124 0033149400 DIAMOND PATH 4TH $290.58 01-20503-01-060 TYRONE PRIMOLI 14946 ECHO WAY APPLE VALLEY, MN 55124 0033149467 DIAMOND PATH 4TH $305.37 01-20503-02-160 MOHMUD HAGUF 14850 ECHO WAY APPLE VALLEY, MN 55124 0033148501 DIAMOND PATH 4TH $641.31 01-20503-02-210 SAMANTHA SUCHY 14910 ECHO WAY APPLE VALLEY, MN 55124 0033149103 DIAMOND PATH 4TH $398.55 01-20503-02-230 ROBERT B MASK JR 14918 ECHO WAY APPLE VALLEY, MN 55124 0033149186 DIAMOND PATH 4TH $366.04 01-20504-02-170 ALLEN HALCOMB 5367 UPPER 147TH ST W APPLE VALLEY, MN 55124 0869053672 DIAMOND PATH 5TH $300.15 01-20505-01-007 JUSTIN CARLSON 14748 EMBRY PATH APPLE VALLEY, MN 55124 0032147488 DIAMOND PATH 6TH $233.06 01-20505-01-018 ANDREW LEECH 14722 EMBRY PATH APPLE VALLEY, MN 55124 0032147223 DIAMOND PATH 6TH $285.63 01-20505-01-037 RANDI HANSEN 14692 EMBRY PATH APPLE VALLEY, MN 55124 0032146928 DIAMOND PATH 6TH $287.92 01-20505-01-040 STANLEY WILSON 14688 EMBRY PATH APPLE VALLEY, MN 55124 0032146886 DIAMOND PATH 6TH $290.39 01-20505-01-050 PATRICIA BOULEY 14678 EMBRY PATH APPLE VALLEY, MN 55124 0032146787 DIAMOND PATH 6TH $75.09 01-20505-01-052 DARRIN CHANCE-WATER OFF 5090 147TH ST W APPLE VALLEY, MN 55124 0184050902 DIAMOND PATH 6TH $211.17 01-20505-01-053 DARRIN BERGSTROM 14676 EMBRY PATH APPLE VALLEY, MN 55124 0032146761 DIAMOND PATH 6TH $294.47 01-20505-01-054 BRENDA HOM 5096 147TH ST W APPLE VALLEY, MN 55124 0184050969 DIAMOND PATH 6TH $387.91 01-20505-01-114 MAXWELL HIRACHETA 5161 148TH ST W APPLE VALLEY, MN 55124 0191051612 DIAMOND PATH 6TH $312.44 01-20505-01-132 SUSAN ANDERSON 14792 EMBRY PATH APPLE VALLEY, MN 55124 0032147926 DIAMOND PATH 6TH $266.62 01-20505-01-133 JULIE LUNDSTROM 5175 148TH ST W APPLE VALLEY, MN 55124 0191051752 DIAMOND PATH 6TH $272.36 01-20509-01-040 JEREMY BERCHEM 14935 ECHO WAY APPLE VALLEY, MN 55124 0033149350 DIAMOND PATH 10TH $203.36 01-20510-02-050 ASHLEY BETHUNE 5280 149TH ST W APPLE VALLEY, MN 55124 0196052805 DIAMOND PATH 11TH $1,109.97 01-20540-02-020 PATRICK SAGER 12977 ECHO LN APPLE VALLEY, MN 55124 0629129770 DIAMOND PATH TWNHMS $155.37 01-20575-02-040 MICHAEL SHANKS 4720 138TH ST W APPLE VALLEY, MN 55124 0826047205 DIAMOND VALLEY ESTATES $355.50 01-22450-04-010 BRIAN O'LOUGHLIN 7335 UPPER 136TH ST W APPLE VALLEY, MN 55124 0816073351 EAGLE RIDGE ESTATES $198.57 01-22450-05-020 DWIGHT NEAL 13720 GEORGIA DR APPLE VALLEY, MN 55124 0761137201 EAGLE RIDGE ESTATES $321.44 01-22450-06-010 RICHARD WENNER 7470 UPPER 136TH ST W APPLE VALLEY, MN 55124 0816074706 EAGLE RIDGE ESTATES $286.77 01-22451-01-090 ELIZABETH GOBINA 13629 GLASGOW LN APPLE VALLEY, MN 55124 0767136298 EAGLE RIDGE ESTATES 2ND $319.38 01-22451-01-110 JAMAL AWOW 13605 GLASGOW LN APPLE VALLEY, MN 55124 0767136058 EAGLE RIDGE ESTATES 2ND $340.93 01-22451-02-030 ANGELA JOHNSON 13594 GLASGOW LN APPLE VALLEY, MN 55124 0767135944 EAGLE RIDGE ESTATES 2ND $380.04 01-23200-01-020 BALDWIN SAWYER 13320 CEDAR AVE APPLE VALLEY, MN 55124 0630133209 EASTWOOD RIDGE $171.49 01-23201-01-020 MONIQUE HARRIS 12859 GARRETT CT APPLE VALLEY, MN 55124 0877261518 EASTWOOD RIDGE 2ND $314.09 01-23201-03-040 CRAIG SADLAK 7008 128TH STREET CT W APPLE VALLEY, MN 55124 0877262153 EASTWOOD RIDGE 2ND $375.99 01-23700-01-170 MIKE WALLICK 14490 EMERALD PATH APPLE VALLEY, MN 55124 0631144908 EMERALD POINT $292.89 01-23700-01-370 HASSAN HASSAN 5322 EMERALD WAY APPLE VALLEY, MN 55124 0632053223 EMERALD POINT $323.31 01-23700-01-410 MICHELLE J O'DONNELL 5330 EMERALD WAY APPLE VALLEY, MN 55124 0632053306 EMERALD POINT $344.40 01-23701-01-200 PATRICK SEEKER 5339 EMERALD WAY APPLE VALLEY, MN 55124 0632053397 EMERALD POINT 2ND $283.81 01-23702-01-060 GREGORY BELL 5378 EMERALD WAY APPLE VALLEY, MN 55124 0632053785 EMERALD POINT 3RD $364.79 01-23702-01-090 JEFF HUNTER 5372 EMERALD WAY APPLE VALLEY, MN 55124 0632053728 EMERALD POINT 3RD $338.78 01-25650-03-070 CHARLES NORKUNAS 13470 ELKWOOD DR APPLE VALLEY, MN 55124 0664134107 FARQUAR HILLS $254.57 01-25650-03-230 JARROD M BEACH 13532 LOWER ELKWOOD CT APPLE VALLEY, MN 55124 0662135320 FARQUAR HILLS $400.59 01-25650-03-310 CHAD PAIKO 13636 UPPER ELKWOOD CT APPLE VALLEY, MN 55124 0662136369 FARQUAR HILLS $164.54 01-25650-05-060 KATRINA MAYER 13629 ELKWOOD DR APPLE VALLEY, MN 55124 0664136292 FARQUAR HILLS $163.43 01-27503-01-010 VANESSA KAHLE 8612 HOLLAND AVE APPLE VALLEY, MN 55124 0535086124 FOREST PARK ESTATES 4TH $267.75 01-27550-01-070 LOUIS R CLARK 13119 HERITAGE WAY APPLE VALLEY, MN 55124 0343131195 FOREST PARK $161.23 01-28950-01-170 MELISSA CHRISTENSEN 14329 HICKORY WAY APPLE VALLEY, MN 55124 0424143291 GARDENVIEW PLACE $192.79 01-28950-01-220 WAYNIS PETERSON 14314 HICKORY WAY APPLE VALLEY, MN 55124 0424143143 GARDENVIEW PLACE $164.32 01-28950-01-290 DEBRA PIEKARSKI 14310 HICKORY WAY APPLE VALLEY, MN 55124 0424143101 GARDENVIEW PLACE $123.93 01-28950-01-580 SUSAN KEEGAN 14393 HICKORY WAY APPLE VALLEY, MN 55124 0424143937 GARDENVIEW PLACE $910.06 01-28951-01-010 DEAN HEWES 14201 HIBISCUS CT APPLE VALLEY, MN 55124 0420142016 GARDENVIEW PLACE 2ND $213.83 01-28951-01-090 LUIGI GUY CASTIN 14216 HIBISCUS CT APPLE VALLEY, MN 55124 0420142164 GARDENVIEW PLACE 2ND $355.92 01-31000-00-011 JENNIFER WALTER 6815 135TH ST W APPLE VALLEY, MN 55124 0811068158 GREENLEAF $302.81 01-31000-05-150 HEATHER KAUCHMAN 6945 137TH CT W APPLE VALLEY, MN 55124 0820069452 GREENLEAF $330.27 01-31000-05-310 BRYAN R SCHROEDER 13722 FAIRLAWN AVE APPLE VALLEY, MN 55124 0685137220 GREENLEAF $375.77 01-31000-07-170 SARAH D ABBOTT 13708 FORDHAM AVE APPLE VALLEY, MN 55124 0724137082 GREENLEAF $147.74 01-31000-07-180 DEREK BALSIMO 13734 FORDHAM AVE APPLE VALLEY, MN 55124 0724137348 GREENLEAF $266.61 01-31000-07-230 ROBERT K HAGEN 13782 FRANCHISE AVE APPLE VALLEY, MN 55124 0730137829 GREENLEAF $947.03 01-31001-02-050 CHRIS AYMOND 13422 FLAGSTAFF AVE APPLE VALLEY, MN 55124 0715134221 GREENLEAF 2ND $287.54 01-31001-04-150 AARON UTZ 6671 134TH ST W APPLE VALLEY, MN 55124 0808066611 GREENLEAF 2ND $319.15 01-31001-06-100 ANDREA GETMAN 6905 133RD ST W APPLE VALLEY, MN 55124 0799069053 GREENLEAF 2ND $283.65 01-31001-06-120 DAMIEN ROSSI 6925 133RD CT W APPLE VALLEY, MN 55124 0796069254 GREENLEAF 2ND $280.31 01-31001-06-180 JOANNE E PHILHOWER-HIRNER 6991 133RD ST W APPLE VALLEY, MN 55124 0799069913 GREENLEAF 2ND $260.88 01-31001-10-130 STEVE ODEGARD 13325 FORDHAM AVE APPLE VALLEY, MN 55124 0724133255 GREENLEAF 2ND $356.50 01-31001-10-270 KIRK DECOVICH 13380 FAIRLAWN CT APPLE VALLEY, MN 55124 0688133804 GREENLEAF 2ND $384.45 01-31002-01-020 DANIEL WEBB 6469 134TH ST W APPLE VALLEY, MN 55124 0808064699 GREENLEAF 3RD $199.16 01-31002-01-110 WILLIAM CENCI 13315 FINDLAY WAY APPLE VALLEY, MN 55124 0712133150 GREENLEAF 3RD $158.65 01-31003-01-020 DARRELL LINDQUIST 13501 FINDLAY AVE APPLE VALLEY, MN 55124 0706135013 GREENLEAF 4TH $271.53 01-31003-01-050 RHONDA KUKLOCK-FIRE OFF 13549 FINDLAY AVE APPLE VALLEY, MN 55124 0706135492 GREENLEAF 4TH $426.29 01-31003-08-100 BRETT LEFLEX 6260 137TH CT W APPLE VALLEY, MN 55124 0820062606 GREENLEAF 4TH $302.84 01-31003-13-040 TYLER HALVORSON 13235 FERRIS AVE APPLE VALLEY, MN 55124 0697132359 GREENLEAF 4TH $267.48 Page 3 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-31003-14-150 DALLAS ENGEL 13236 FERRIS AVE APPLE VALLEY, MN 55124 0697132367 GREENLEAF 4TH $160.74 01-31004-03-090 CARRIE KUNTZ 13053 FINDLAY AVE APPLE VALLEY, MN 55124 0706130535 GREENLEAF 5TH $363.69 01-31004-04-150 MELLICENT WARINGTON 6401 132ND ST W APPLE VALLEY, MN 55124 0790064012 GREENLEAF 5TH $224.65 01-31004-05-250 BECKY SCHUSTER 13120 FERRIS CT APPLE VALLEY, MN 55124 0700131208 GREENLEAF 5TH $212.10 01-31004-05-340 RONALD E HART 13041 FINCH WAY APPLE VALLEY, MN 55124 0703130413 GREENLEAF 5TH $313.38 01-31005-03-010 AMY J NORDVIK 13800 EVEREST AVE APPLE VALLEY, MN 55124 0673138008 GREENLEAF 6TH $164.77 01-31005-05-050 INGRID TOLLEFSON 5662 UPPER 136TH STREET CT W APPLE VALLEY, MN 55124 0817056629 GREENLEAF 6TH $236.95 01-31005-06-010 MILLICENT WARRINGTON 13550 EVEREST AVE APPLE VALLEY, MN 55124 0673135509 GREENLEAF 6TH $164.77 01-31005-06-020 DAWN DEGROTE 13560 EVEREST AVE APPLE VALLEY, MN 55124 0673135608 GREENLEAF 6TH $254.91 01-31005-06-100 CHRISTOPHER BROWN 13658 EVEREST AVE APPLE VALLEY, MN 55124 0673136580 GREENLEAF 6TH $1,019.68 01-31005-08-140 LAURA SANDEN 13471 EVELETH WAY APPLE VALLEY, MN 55124 0672134719 GREENLEAF 6TH $345.88 01-31005-09-040 EDUARDO TORRENS-BONANO 13448 EVELETH WAY APPLE VALLEY, MN 55124 0672134487 GREENLEAF 6TH $179.62 01-31006-04-040 ROBERT DOVE 13988 EXLEY WAY APPLE VALLEY, MN 55124 0679139885 GREENLEAF 7TH $132.53 01-31006-06-100 MICHAEL D KERN 5668 139TH STREET CT W APPLE VALLEY, MN 55124 0832056687 GREENLEAF 7TH $327.41 01-31006-06-120 JAMES A DILLY 5648 139TH STREET CT W APPLE VALLEY, MN 55124 0832056489 GREENLEAF 7TH $276.18 01-31006-06-130 MICHAEL JONES 5642 139TH STREET CT W APPLE VALLEY, MN 55124 0832056422 GREENLEAF 7TH $402.49 01-31006-06-170 RYAN J KOS 5671 139TH STREET CT W APPLE VALLEY, MN 55124 0832056711 GREENLEAF 7TH $1,025.38 01-31006-07-030 LEO BUCKVOLD 5595 138TH ST W APPLE VALLEY, MN 55124 0826055950 GREENLEAF 7TH $273.72 01-31007-05-140 GARY L STECKMAN 5536 133RD STREET CT W APPLE VALLEY, MN 55124 0797055369 GREENLEAF 8TH $346.42 01-31008-01-010 ANTHONY W DEAN 5701 128TH ST W APPLE VALLEY, MN 55124 0779057011 GREENLEAF 9TH $159.40 01-31008-05-180 TRACY PAINO 12824 EVELETH AVE APPLE VALLEY, MN 55124 0671128241 GREENLEAF 9TH $160.74 01-31008-10-060 KELLY ROOT 5810 130TH STREET CT W APPLE VALLEY, MN 55124 0780058107 GREENLEAF 9TH $394.05 01-31009-02-100 BRIAHNA MERRITT 13045 FERNANDO AVE APPLE VALLEY, MN 55124 0691130458 GREENLEAF 10TH $384.95 01-31010-01-100 STEVEN FRANKE 14100 ENSLEY CT APPLE VALLEY, MN 55124 0656141003 GREENLEAF 11TH $650.36 01-31010-01-700 CHRISTOPHER UNZEN 5001 142ND PATH W APPLE VALLEY, MN 55124 0840050011 GREENLEAF 11TH $211.33 01-31010-02-060 RICHARD C SMITH 5276 142ND PATH W APPLE VALLEY, MN 55124 0840052769 GREENLEAF 11TH $308.76 01-31010-03-020 JOSEPH DEMARCO 5162 142ND PATH W APPLE VALLEY, MN 55124 0840051621 GREENLEAF 11TH $139.60 01-31010-03-100 MARGARET LEIPNITZ 5038 142ND PATH W APPLE VALLEY, MN 55124 0840050383 GREENLEAF 11TH $171.49 01-31011-03-050 DEKEK HOOKOM 4681 141ST ST W APPLE VALLEY, MN 55124 0842046819 GREENLEAF 12TH $415.91 01-31011-05-170 LUCAS THILL 14087 DOMINICA AVE APPLE VALLEY, MN 55124 0653140875 GREENLEAF 12TH $324.69 01-31051-01-440 KRISTIN RUNNING 13964 FOUNTAIN CT APPLE VALLEY, MN 55124 0729139646 GREENLEAF PARK ESTATES 2ND $178.24 01-31100-04-050 THOMAS BACKUS 7013 146TH STREET CT W APPLE VALLEY, MN 55124 0865070134 GREENLEAF TOWNHOUSES $250.37 01-31100-05-030 JOSEPH FROST 7051 146TH STREET CT W APPLE VALLEY, MN 55124 0865070514 GREENLEAF TOWNHOUSES $171.28 01-31101-01-010 RYAN VIKANDER 7403 142ND STREET CT W APPLE VALLEY, MN 55124 0841074036 GREENLEAF TOWNHOUSES 2ND $265.65 01-31101-01-030 DUNG VO 7407 142ND STREET CT W APPLE VALLEY, MN 55124 0841074077 GREENLEAF TOWNHOUSES 2ND $100.00 01-31101-02-070 RESIDENT 7421 142ND STREET CT W APPLE VALLEY, MN 55124 0841074218 GREENLEAF TOWNHOUSES 2ND $323.54 01-31101-05-010 DOUGLAS MILLER 7481 142ND STREET CT W APPLE VALLEY, MN 55124 0841074812 GREENLEAF TOWNHOUSES 2ND $291.40 01-31102-02-010 KUMAR IMRIT 7429 143RD STREET CT W APPLE VALLEY, MN 55124 0853074296 GREENLEAF TOWNHOUSES 3RD $228.69 01-31102-03-040 VICTORIA MOZINGO 7409 143RD STREET CT W APPLE VALLEY, MN 55124 0853074098 GREENLEAF TOWNHOUSES 3RD $125.81 01-31102-04-010 CHRISTOPHER PETTIT 7411 143RD STREET CT W APPLE VALLEY, MN 55124 0853074114 GREENLEAF TOWNHOUSES 3RD $173.68 01-31102-09-020 MAN FUNG LAU 7368 143RD STREET CT W APPLE VALLEY, MN 55124 0853073686 GREENLEAF TOWNHOUSES 3RD $291.98 01-31102-09-040 LING ZHOU 7364 143RD STREET CT W APPLE VALLEY, MN 55124 0853073645 GREENLEAF TOWNHOUSES 3RD $224.05 01-31105-01-020 STEVEN GENRICH 13503 EVELETH WAY APPLE VALLEY, MN 55124 0672135039 GREENLEAF TOWNHOUSES 6TH $249.98 01-31105-03-020 JERRY HANSON 13571 EVERTON AVE APPLE VALLEY, MN 55124 0675135713 GREENLEAF TOWNHOUSES 6TH $264.12 01-31105-04-030 JOSEPH WIELAND 13534 EVERTON AVE APPLE VALLEY, MN 55124 0675135341 GREENLEAF TOWNHOUSES 6TH $210.55 01-31105-07-020 BRIAN MARSCHEL 13643 EVERTON AVE APPLE VALLEY, MN 55124 0675136430 GREENLEAF TOWNHOUSES 6TH $331.70 01-31800-02-140 GAYLE JOHNSON 13453 GRANADA AVE APPLE VALLEY, MN 55124 0357134531 HALLWOOD HIGHLANDS $248.98 01-31901-02-030 LOGAN BURWELL 7591 142ND ST W APPLE VALLEY, MN 55124 0576075911 HAMLET 2ND $134.84 01-32150-01-004 SARA FATAIN 15723 FOLIAGE AVE APPLE VALLEY, MN 55124 0143157236 HAWTHORNE $264.35 01-32150-01-005 TAMIKA MWAURA 15725 FOLIAGE AVE APPLE VALLEY, MN 55124 0143157251 HAWTHORNE $346.75 01-32150-01-017 HALIMA ABDULAHI 15746 FOX CIR APPLE VALLEY, MN 55124 0187157464 HAWTHORNE $386.67 01-32150-01-024 RANY DAJANI 15730 FOX CIR APPLE VALLEY, MN 55124 0187157308 HAWTHORNE $357.33 01-32150-01-045 SABINDRA SHRESTHA 15738 FRANCE WAY APPLE VALLEY, MN 55124 0212157380 HAWTHORNE $335.36 01-32150-01-051 KRYSTAL KARLS 15722 FRANCE WAY APPLE VALLEY, MN 55124 0212157224 HAWTHORNE $417.78 01-32150-01-072 DENNIS MONGOVEN 6717 158TH ST W APPLE VALLEY, MN 55124 0210067177 HAWTHORNE $299.36 01-32150-01-100 RESIDENT 6740 158TH ST W APPLE VALLEY, MN 55124 0210067409 HAWTHORNE $112.16 01-32150-01-120 RESIDENT 6818 FOLKESTONE RD APPLE VALLEY, MN 55124 0180068189 HAWTHORNE $107.42 01-32150-01-167 SHAIF BHUIYAN 15735 FREMONT WAY APPLE VALLEY, MN 55124 0158157352 HAWTHORNE $239.44 01-32150-01-171 MICHELLE KELVIE 15743 FREMONT WAY APPLE VALLEY, MN 55124 0158157436 HAWTHORNE $308.27 01-32150-01-177 SORIYA HUOT 15738 FRISIAN LN APPLE VALLEY, MN 55124 0159157385 HAWTHORNE $215.37 01-32151-01-010 SUSAN RICE 6889 158TH ST W APPLE VALLEY, MN 55124 0210068894 HAWTHORNE 2ND $259.46 01-32151-01-046 SHEILA A SOUSA 6806 158TH ST W APPLE VALLEY, MN 55124 0210068068 HAWTHORNE 2ND $223.61 01-32151-01-057 LISA ELLENBERG 6844 158TH ST W APPLE VALLEY, MN 55124 0210068449 HAWTHORNE 2ND $185.78 01-32151-01-062 MARTIN MULLER 6856 158TH ST W APPLE VALLEY, MN 55124 0210068563 HAWTHORNE 2ND $804.26 01-32151-01-076 YOLANDA DOSS 15823 FREEDOM LN APPLE VALLEY, MN 55124 0157158237 HAWTHORNE 2ND $309.07 01-32151-01-089 CHANDA JOYNER 15870 FRISIAN LN APPLE VALLEY, MN 55124 0159158706 HAWTHORNE 2ND $212.66 01-32151-01-101 HIBAT SHARIF 15822 FRISIAN LN APPLE VALLEY, MN 55124 0159158227 HAWTHORNE 2ND $517.13 01-32151-01-102 IDMAN OMAR 15818 FRISIAN LN APPLE VALLEY, MN 55124 0159158185 HAWTHORNE 2ND $422.01 01-32152-01-040 JAMES LEE WILSON 15708 FRISIAN LN APPLE VALLEY, MN 55124 0159157088 HAWTHORNE 3RD $383.78 01-32200-01-060 DAVID SCHWARZ 13961 DULUTH CT APPLE VALLEY, MN 55124 0639139611 HAZELWOOD ESTATES $312.12 01-32250-01-030 JOSEPH KAMARA 12817 DOVER DR APPLE VALLEY, MN 55124 0640128173 HEARTSTONE $373.69 01-32401-03-110 ROSARIO MOLINA 7949 LOWER HAMLET CT APPLE VALLEY, MN 55124 0530079496 HERITAGE HILLS 3RD $363.91 01-32402-04-040 ELVA KREBSBACH 7876 131ST ST W APPLE VALLEY, MN 55124 0577078765 HERITAGE HILLS 3RD $245.61 01-32403-01-070 LAWRENCE ANDERSON 13140 HALLMARK CT APPLE VALLEY, MN 55124 0527131409 HERITAGE HILLS 4TH $331.42 01-32405-01-030 RANDY LOEBRICK 13220 HANNOVER AVE APPLE VALLEY, MN 55124 0523132203 HERITAGE HILLS 6TH $379.66 01-32801-01-070 FELONISE PITCHFORD 12815 GERMANE AVE APPLE VALLEY, MN 55124 0757128156 HIDDEN PONDS 2ND $233.62 01-32801-01-080 FELONISE PITCHFORD 12817 GERMANE AVE APPLE VALLEY, MN 55124 0757128172 HIDDEN PONDS 2ND $207.48 01-32801-02-030 JENNIFER FELT 12905 GERMANE AVE APPLE VALLEY, MN 55124 0757129055 HIDDEN PONDS 2ND $261.73 01-33800-02-080 LISA LEON 12888 FROST POINT WAY APPLE VALLEY, MN 55124 0877263518 HUNTER FORREST $155.37 01-33901-03-050 SHANNON LUPIAN 8730 HUNTERS WAY APPLE VALLEY, MN 55124 0541087306 HIDDEN PONDS 2ND $314.61 01-33902-02-070 MITCHELL MADISON 8746 HIGHWOOD WAY APPLE VALLEY, MN 55124 0542087461 HIDDEN PONDS 3RD $151.69 01-33903-01-030 JAMES REX 8521 PALOMINO DR APPLE VALLEY, MN 55124 0537085215 HUNTERS WOOD 4TH $219.00 01-34150-01-020 TRACY MCCOY 12555 DRIFTWOOD LN APPLE VALLEY, MN 55124 0642125557 HUNTINGTON $126.25 01-34150-01-080 BRYAN DORNSTREICH 12585 DRIFTWOOD CT APPLE VALLEY, MN 55124 0642125854 HUNTINGTON $152.68 01-34150-01-250 BASHAR SHAHJALAL 12615 DURANGO PL APPLE VALLEY, MN 55124 0636126157 HUNTINGTON $297.70 Page 4 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-34150-04-010 STACY FAWBUSH 12650 DORCHESTER TRL APPLE VALLEY, MN 55124 0643126505 HUNTINGTON $171.49 01-34152-01-070 STEVE PAULSEN 12777 EDINBROOK PATH APPLE VALLEY, MN 55124 0620127773 HUNTINGTON 3RD $144.62 01-34152-02-110 VICTOR JORDAN 12780 EDINBROOK PATH APPLE VALLEY, MN 55124 0620127807 HUNTINGTON 3RD $330.97 01-34154-01-130 JEREMY WEESTRAND 12779 EMMER PL APPLE VALLEY, MN 55124 0623127796 HUNTINGTON 5TH $391.35 01-34500-01-260 MARFAM PROPERTIES 15859 HYLAND POINTE CT APPLE VALLEY, MN 55124 0059158590 HYLAND POINTE SHORES $324.72 01-34500-01-310 MELISSA J FOSSUM 15901 HYLAND POINTE CT APPLE VALLEY, MN 55124 0059159010 HYLAND POINTE SHORES $361.78 01-34500-01-350 EUNICE TORRES 15931 HYLAND POINTE CT APPLE VALLEY, MN 55124 0059159317 HYLAND POINTE SHORES $607.19 01-34501-01-070 JEFF DIRKERS 15986 HYLAND POINTE CT APPLE VALLEY, MN 55124 0059159861 HYLAND POINTE SHORES 2ND $313.07 01-38950-01-010 AMY MULLENBACH 13205 FLAGSTAFF AVE APPLE VALLEY, MN 55124 0877262448 JOLENE ADDITION $373.82 01-40950-01-090 RESIDENT 14250 GARDEN VIEW DR APPLE VALLEY, MN 55124 0354142503 K & G 1ST ADDN $400.20 01-40950-01-100 DAVID DODD 8497 142ND ST W APPLE VALLEY, MN 55124 0576084970 K & G 1ST ADDN $369.16 01-44200-01-030 RESIDENT 15609 HIGHVIEW DR APPLE VALLEY, MN 55124 0056156092 LAC LAVON SHORES $134.78 01-44201-01-020 KEN CARLSON 15813 GARDEN VIEW DR APPLE VALLEY, MN 55124 0034158137 LAC LAVON SHORES 2ND $345.84 01-44202-01-070 ALEXANDER WESEMAN 15775 HIGHVIEW DR APPLE VALLEY, MN 55124 0056157751 LAC LAVON SHORES 3RD $330.47 01-44202-04-240 SUSY SCISLOW 15744 HIGHVIEW DR APPLE VALLEY, MN 55124 0056157447 LAC LAVON SHORES 3RD $392.00 01-44650-01-050 MEDESSOU GANNON 404 CIMARRON RD APPLE VALLEY, MN 55124 0528004043 LEBANON HILLS $323.16 01-45800-03-270 KIM K ANDERSON 15697 HAYES TRL APPLE VALLEY, MN 55124 0042156974 LONGRIDGE $296.80 01-45800-03-370 DANIEL JAY BROMENSCHENKEL 8353 157TH ST W APPLE VALLEY, MN 55124 0208083533 LONGRIDGE $257.56 01-45800-04-050 BOBBI JO ANDERSEN 15625 HEYWOOD WAY APPLE VALLEY, MN 55124 0045156252 LONGRIDGE $458.53 01-45800-05-020 DIRK WALTON 8461 156TH STREET CT W APPLE VALLEY, MN 55124 0205084617 LONGRIDGE $354.50 01-45800-05-190 TIMOTHY HAUSER 15669 HEYWOOD CT APPLE VALLEY, MN 55124 0044156691 LONGRIDGE $817.62 01-45800-05-250 MARK NELSON 15645 HEYWOOD WAY APPLE VALLEY, MN 55124 0045156450 LONGRIDGE $242.89 01-45801-01-070 CLAYTON BAER 15721 HEYWOOD CT APPLE VALLEY, MN 55124 0044157210 LONGRIDGE 2ND $335.47 01-45801-01-130 CHARLES YOUNG 15757 HEYWOOD CT APPLE VALLEY, MN 55124 0044157574 LONGRIDGE 2ND $272.13 01-45801-01-160 YVONNE ZAHN 15775 HEYWOOD CT APPLE VALLEY, MN 55124 0044157756 LONGRIDGE 2ND $130.63 01-45801-02-070 ERIC C ROE 15872 HAYES TR CT APPLE VALLEY, MN 55124 0042158723 LONGRIDGE 2ND $450.35 01-45801-03-140 GLENN SPRINGER 15757 HAYES TRL APPLE VALLEY, MN 55124 0042157576 LONGRIDGE 2ND $280.25 01-45801-06-200 DANA OLSON 15839 HARMONY WAY CT APPLE VALLEY, MN 55124 0039158397 LONGRIDGE 2ND $277.86 01-45801-07-020 JEANINE JOHNSON 15890 HARMONY WAY APPLE VALLEY, MN 55124 0039158900 LONGRIDGE 2ND $302.10 01-45801-08-370 ANDREW CAMPBELL 15947 HARMONY WAY APPLE VALLEY, MN 55124 0039159478 LONGRIDGE 2ND $232.51 01-47175-01-020 ROBERT TYLER 13872 GLENDALE CT APPLE VALLEY, MN 55124 0630138729 MAJESTIC RIDGE $366.30 01-48845-07-020 MICHAEL JESME 14513 EUREKA CT APPLE VALLEY, MN 55124 0692145133 MISTWOOD $323.21 01-49100-01-140 MATTHEW BUSCH 7911 HALLMARK WAY APPLE VALLEY, MN 55124 0023079112 MORNINGVIEW $261.64 01-49100-02-220 PHILLIP RENGEL 15615 HALLMARK PATH APPLE VALLEY, MN 55124 0015156159 MORNINGVIEW $385.10 01-49101-05-040 TRICIA JOHNSON 7761 157TH ST W APPLE VALLEY, MN 55124 0208077618 MORNINGVIEW 2ND $182.27 01-49101-09-010 THEA JOHNSON 7737 157TH ST W APPLE VALLEY, MN 55124 0208077378 MORNINGVIEW 2ND $250.00 01-49101-15-020 MICAH STEWARD 7684 157TH ST W APPLE VALLEY, MN 55124 0208076842 MORNINGVIEW 2ND $1,054.32 01-49101-18-010 AMY RODELIUS 7702 157TH ST W APPLE VALLEY, MN 55124 0208077022 MORNINGVIEW 2ND $264.98 01-49101-19-030 PROPHESE FUENTES 7708 157TH ST W APPLE VALLEY, MN 55124 0208077089 MORNINGVIEW 2ND $354.32 01-49102-05-030 ANDREW SCHANEN 15704 GRIFFON CT APPLE VALLEY, MN 55124 0053157044 MORNINGVIEW 3RD $233.65 01-49102-17-030 ANNE M KNOWLES 15861 GRIFFON PATH APPLE VALLEY, MN 55124 0054158611 MORNINGVIEW 3RD $377.57 01-49102-18-020 BLAKE TAYLOR 15875 GRIFFON PATH APPLE VALLEY, MN 55124 0054158751 MORNINGVIEW 3RD $256.72 01-49103-08-030 ABIZAIT DOMINGUEZ-RIOS 15850 GRIFFON PATH APPLE VALLEY, MN 55124 0054158504 MORNINGVIEW 4TH $299.42 01-49103-09-040 TATYANA LOPINA 15874 GRIFFON PATH APPLE VALLEY, MN 55124 0054158744 MORNINGVIEW 4TH $263.47 01-49103-13-020 BRIGHT STAR PROPERTY 15957 GRANADA AVE APPLE VALLEY, MN 55124 0011159579 MORNINGVIEW 4TH $245.28 01-49103-15-030 NICHOLE ROBY 15947 GRANADA AVE APPLE VALLEY, MN 55124 0011159470 MORNINGVIEW 4TH $127.73 01-49105-01-150 MICHAEL WALTERS 15775 HANNOVER PATH APPLE VALLEY, MN 55124 0012157754 MORNINGVIEW 6TH $335.76 01-49106-01-510 ANTHONY WELIN 15899 GOOSEBERRY WAY APPLE VALLEY, MN 55124 0111158992 MORNINGVIEW 7TH $413.51 01-49106-02-050 SHAWN WOLTER 15812 GOOSEBERRY WAY APPLE VALLEY, MN 55124 0111158125 MORNINGVIEW 7TH $274.89 01-49106-02-080 DION P WIGGINS 15824 GOOSEBERRY WAY APPLE VALLEY, MN 55124 0111158240 MORNINGVIEW 7TH $111.19 01-49106-02-190 KATHERINE MCCARTY 15870 GOOSEBERRY WAY APPLE VALLEY, MN 55124 0111158703 MORNINGVIEW 7TH $323.25 01-49108-01-030 VINCENT AGUIRRE 7618 157TH ST W APT C APPLE VALLEY, MN 55124 0208076198 MORNINGVIEW 9TH $268.93 01-52000-02-060 MIKE PRESLEY 6580 132ND ST W APPLE VALLEY, MN 55124 0790065803 NORDIC WOODS $251.00 01-52001-01-040 KIM KNIGHT 13194 FOLIAGE AVE APPLE VALLEY, MN 55124 0721131948 NORDIC WOODS 2ND $433.25 01-52001-01-160 DONALD J WEEK 13150 FLAMINGO CT APPLE VALLEY, MN 55124 0717131506 NORDIC WOODS 2ND $409.43 01-52001-01-300 DIANE G WEBER 6620 131ST ST W APPLE VALLEY, MN 55124 0784066205 NORDIC WOODS 2ND $236.95 01-52004-03-090 JODEE JONES 6674 129TH ST W APPLE VALLEY, MN 55124 0785066741 NORDIC WOODS 5TH $560.71 01-53500-02-010 SAM MATASI 7426 GERMANE TRL APPLE VALLEY, MN 55124 0760074264 OAK RIDGE PARK $292.15 01-53500-04-010 GEORGE MOMANI 7472 GERMANE TRL APPLE VALLEY, MN 55124 0760074728 OAK RIDGE PARK $243.94 01-53500-05-010 LEE LYN BLAKE 7492 GERMANE TRL APPLE VALLEY, MN 55124 0760074926 OAK RIDGE PARK $330.83 01-53500-05-040 GLADYS MANICK 7498 GERMANE TRL APPLE VALLEY, MN 55124 0760074983 OAK RIDGE PARK $223.87 01-56501-02-010 COLEEN CARLSON 13372 HUMMINGBIRD DR APPLE VALLEY, MN 55124 0440133722 PALOMINO CLIFFS 2ND $337.65 01-56600-01-030 SEAN WALKER 366 CIMARRON RD APPLE VALLEY, MN 55124 0528003664 PALOMINO HILLS $326.04 01-56600-02-020 PAUL ANOZIE 403 CIMARRON RD APPLE VALLEY, MN 55124 0528004035 PALOMINO HILLS $391.16 01-56601-03-070 SUNNIL G BHAGWANDIN 268 PALOMINO DR APPLE VALLEY, MN 55124 0537002681 PALOMINO HILLS 2ND $283.95 01-56602-02-140 MARY JANE RODRIGUEZ 110 PONY LN E APPLE VALLEY, MN 55124 0540001100 PALOMINO HILLS 3RD $437.58 01-56602-03-080 KATHERINE FISHER 118 SHOSHONI TR APPLE VALLEY, MN 55124 0552001188 PALOMINO HILLS 3RD $172.75 01-56603-01-170 AIDA RABELO 121 CHAPARRAL DR APPLE VALLEY, MN 55124 0519001214 PALOMINO HILLS 4TH $436.21 01-56603-03-190 NATHAN KACHELMYER 102 CHAPARRAL CT APPLE VALLEY, MN 55124 0516001027 PALOMINO HILLS 4TH $178.46 01-56603-03-280 KALI KUHLMANN 100 HIDDEN MEADOW CT APPLE VALLEY, MN 55124 0531001002 PALOMINO HILLS 4TH $155.90 01-56603-06-160 NATHAN MACHO 106 CIMARRON CIR APPLE VALLEY, MN 55124 0522001060 PALOMINO HILLS 4TH $375.73 01-56606-01-010 RESIDENT 8481 134TH STREET CT W APPLE VALLEY, MN 55124 0582084816 PALOMINO HILLS 7TH $214.09 01-56650-05-080 JAY HANSEN 413 REFLECTION RD APPLE VALLEY, MN 55124 0567004136 PALOMINO HILLS LAKESHORE $315.89 01-56700-01-070 KEVIN DEE 109 CIMARRON CT APPLE VALLEY, MN 55124 0525001091 PALOMINO HILLS REPLAT $349.82 01-56722-01-020 RESIDENT 13952 HOLYOKE CT APPLE VALLEY, MN 55124 0370139525 PALOMINO LAKESIDE MEADOWS 3RD $252.99 01-56722-01-020 ANNE WEGSCHEIDER 13954 HOLYOKE CT APPLE VALLEY, MN 55124 0370139541 PALOMINO LAKESIDE MEADOWS 3RD $387.91 01-56722-01-030 JAMES A KNOX-HARRIS 13964 HOLYOKE CT APPLE VALLEY, MN 55124 0370139640 PALOMINO LAKESIDE MEADOWS 3RD $253.37 01-56722-01-040 RESIDENT 13972 HOLYOKE CT APPLE VALLEY, MN 55124 0370139723 PALOMINO LAKESIDE MEADOWS 3RD $155.04 01-56722-02-020 ANTONIO TAYLOR 13943 HOLYOKE CT APPLE VALLEY, MN 55124 0370139434 PALOMINO LAKESIDE MEADOWS 3RD $349.61 01-56723-01-140 RESIDENT 13820 HOLYOKE LN APPLE VALLEY, MN 55124 0365138201 PALOMINO LAKESIDE MEADOWS 4TH $629.40 01-56775-02-220 MEGAN HENDERSON 13585 HENNA AVE APPLE VALLEY, MN 55124 0547135851 PALOMINO WOODS $370.85 01-56775-02-310 LISETH QUINTANA 8455 137TH ST W APPLE VALLEY, MN 55124 0581084551 PALOMINO WOODS $249.56 01-56775-04-090 JONATHAN FIX 13600 HAVELOCK TRL APPLE VALLEY, MN 55124 0533136004 PALOMINO WOODS $105.00 01-56775-04-100 ALFRED SESAY 13620 HAVELOCK TRL APPLE VALLEY, MN 55124 0533136202 PALOMINO WOODS $415.74 01-56775-05-060 GONZALO DAVILA 13657 HARMONY WAY APPLE VALLEY, MN 55124 0361136571 PALOMINO WOODS $176.96 Page 5 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-56775-05-070 SCOTT CAMPBELL 13669 HARMONY WAY APPLE VALLEY, MN 55124 0361136696 PALOMINO WOODS $402.29 01-56775-05-140 MICHAEL FLOYD 13670 HARWELL PATH APPLE VALLEY, MN 55124 0520136702 PALOMINO WOODS $253.73 01-56775-09-020 RESIDENT 13902 HERALD WAY APPLE VALLEY, MN 55124 0362139020 PALOMINO WOODS $152.40 01-56775-10-020 MIGUEL DOMINGUEZ 8370 140TH ST W APPLE VALLEY, MN 55124 0570083705 PALOMINO WOODS $202.51 01-56775-10-110 KATHERINE HEALD 8354 140TH ST W APPLE VALLEY, MN 55124 0570083549 PALOMINO WOODS $279.92 01-56775-10-120 WILLIAM GRANGER 8356 140TH ST W APPLE VALLEY, MN 55124 0570083564 PALOMINO WOODS $427.56 01-56775-10-280 COLTON ANDERSON 13967 HERALD CT APPLE VALLEY, MN 55124 0362139673 PALOMINO WOODS $202.52 01-56775-11-090 TOLLIE V THOMAS JR 14070 HEYWOOD PATH APPLE VALLEY, MN 55124 0366140701 PALOMINO WOODS $172.75 01-56775-11-150 DARREN J LIETZAU 14096 HEYWOOD PATH APPLE VALLEY, MN 55124 0366140966 PALOMINO WOODS $317.26 01-56950-01-260 RICHARD MEYER 7664 142ND ST W APPLE VALLEY, MN 55124 0576076646 PENNOCK 4TH $316.83 01-56950-01-260 ROBERT RUSHING 7666 142ND ST W APPLE VALLEY, MN 55124 0576076661 PENNOCK 4TH $176.96 01-57500-01-050 AHMED SOHIL 14323 EMBRY PATH APPLE VALLEY, MN 55124 0032143230 PENNOCK SHORES $376.51 01-57500-01-100 RICK FOLGER 14343 EMBRY PATH APPLE VALLEY, MN 55124 0032143438 PENNOCK SHORES $424.36 01-57503-02-050 TIM ABBOTT 14342 EBONY LN APPLE VALLEY, MN 55124 0625143429 PENNOCK SHORES 4TH $379.78 01-57506-01-020 RESIDENT 14392 EMPIRE AVE APPLE VALLEY, MN 55124 0104143928 PENNOCK SHORES 7TH $269.25 01-57506-01-220 JAMES HOLMES 14334 EMPIRE AVE APPLE VALLEY, MN 55124 0104143340 PENNOCK SHORES 7TH $478.06 01-57506-02-040 TRAVIS HAVERLAND 14314 EMPIRE AVE APPLE VALLEY, MN 55124 0104143142 PENNOCK SHORES 7TH $164.32 01-57506-02-110 MARY GLOVER 14300 EMPIRE AVE APPLE VALLEY, MN 55124 0104143001 PENNOCK SHORES 7TH $304.73 01-57506-02-170 PAULA WILLIAMS 14272 EMPIRE AVE APPLE VALLEY, MN 55124 0104142722 PENNOCK SHORES 7TH $289.45 01-57508-01-030 ROBERT SEURER 14315 ESTATES AVE APPLE VALLEY, MN 55124 0112143159 PENNOCK SHORES 9TH $135.35 01-57651-01-110 LAMPHONE SAENGSOURIYA 12713 EVELETH PATH APPLE VALLEY, MN 55124 0671127136 PINECREST 2ND $477.20 01-57675-01-130 LYNN ALLISON 5541 126TH ST W APPLE VALLEY, MN 55124 0777055413 PINECREST TOWNHOMES $216.23 01-57675-01-200 JONATHAN GUTIERREZ 5569 126TH ST W APPLE VALLEY, MN 55124 0777055694 PINECREST TOWNHOMES $177.21 01-57675-01-320 SHARON MITCHELL 5665 126TH ST W APPLE VALLEY, MN 55124 0777056650 PINECREST TOWNHOMES $232.56 01-62800-01-300 GREGORY ST JAMES 12996 EASTVIEW CT APPLE VALLEY, MN 55124 0616129965 RADCLIFF TWNHMS $130.07 01-63300-02-140 BRADLEY KRAGNESS 13050 HERALD CIR APPLE VALLEY, MN 55124 0364130506 PALOMINO HILLS 6TH ADDN REPLAT $376.67 01-63400-03-360 BRADLEY SOLEM 15694 FINEWOOD CT APPLE VALLEY, MN 55124 0132156942 REGATTA $307.79 01-63400-11-040 LYNNE BECK 6263 158TH ST W APPLE VALLEY, MN 55124 0210062632 REGATTA $259.32 01-63400-20-120 REGATTA COURTHOME RENTALS 15899 FJORD AVE APPLE VALLEY, MN 55124 0138158991 REGATTA $243.61 01-63401-01-010 REGATTA COURTHOME RENTALS 6374 158TH ST W APPLE VALLEY, MN 55124 0210063747 REGATTA 2ND $286.78 01-63401-01-030 REGATTA COURTHOME RENTALS 6390 158TH ST W APPLE VALLEY, MN 55124 0210063903 REGATTA 2ND $318.07 01-63401-29-190 NICOLE K ANDERSON 15576 FINCH AVE APPLE VALLEY, MN 55124 0127155768 REGATTA 2ND $114.61 01-63401-29-200 CHERYL COOPER 15578 FINCH AVE APPLE VALLEY, MN 55124 0127155784 REGATTA 2ND $863.05 01-63402-16-030 JOHN BORDONE 6407 157TH ST W APPLE VALLEY, MN 55124 0208064079 REGATTA 3RD $194.42 01-63402-24-020 MELISSA ROSE 15653 FLIGHT LN APPLE VALLEY, MN 55124 0174156537 REGATTA 3RD $278.36 01-63402-34-020 TROY CLELAND 15633 FLIGHT LN APPLE VALLEY, MN 55124 0174156339 REGATTA 3RD $256.92 01-63441-02-080 WILLIAM STEFFEN 15774 EVERGLADE AVE APPLE VALLEY, MN 55124 0877265463 REGENTS POINT 2ND $340.38 01-64600-01-020 RONALD VOSS 14259 DRAKE PATH APPLE VALLEY, MN 55124 0610142592 ROLLING RIDGE $416.94 01-64600-02-060 KENNETH BOEHM 14295 DRAKE PATH APPLE VALLEY, MN 55124 0610142956 ROLLING RIDGE $329.49 01-64600-04-070 ERIC W ANDERSON 14405 DRUMLIN CT APPLE VALLEY, MN 55124 0611144050 ROLLING RIDGE $313.76 01-64600-05-040 HASSAN SAMANTAR 14296 DRAKE PATH APPLE VALLEY, MN 55124 0610142964 ROLLING RIDGE $212.35 01-66200-01-070 DAVID BRUNI 7197 131ST CIR W APPLE VALLEY, MN 55124 0788071979 SALEM WOOD ADDN $382.39 01-66400-01-030 SEMIRA IBRAHIM 13992 HOLYOKE CT APPLE VALLEY, MN 55124 0370139921 SCHIMEK ADDN $198.23 01-66500-03-070 RICHARD TENGWALL 13826 GLADIOLA WAY APPLE VALLEY, MN 55124 0766138261 SCOTT HIGHLANDS $326.56 01-66500-04-090 ANDREW EVERT 7220 UPPER 139TH ST W APPLE VALLEY, MN 55124 0838072209 SCOTT HIGHLANDS $260.90 01-66500-04-120 ELISHA VEESENMEYER 7274 UPPER 139TH ST W APPLE VALLEY, MN 55124 0838072746 SCOTT HIGHLANDS $520.87 01-66500-04-230 STEWART GOODMAN 13968 GLAZIER CT APPLE VALLEY, MN 55124 0772139683 SCOTT HIGHLANDS $446.20 01-66501-02-290 MAXIMO SANCHEZ 14089 GLAZIER AVE APPLE VALLEY, MN 55124 0769140892 SCOTT HIGHLANDS 2ND $470.93 01-66501-02-310 CHRISTOPHER MCCARGAR 14113 GLAZIER AVE APPLE VALLEY, MN 55124 0769141130 SCOTT HIGHLANDS 2ND $273.62 01-66501-03-070 CHAD ZAUN 14184 GLAZIER AVE APPLE VALLEY, MN 55124 0769141841 SCOTT HIGHLANDS 2ND $287.65 01-66501-05-020 JEFFREY C SCHNEIDER 7220 142ND ST W APPLE VALLEY, MN 55124 0844072201 SCOTT HIGHLANDS 2ND $772.73 01-66502-06-050 STEVEN R ALEXANDER 7020 UPPER 143RD CT W APPLE VALLEY, MN 55124 0847070202 SCOTT HIGHLANDS 3RD $388.22 01-66502-06-070 DANNIA EDWARDS 7040 UPPER 143RD CT W APPLE VALLEY, MN 55124 0847070400 SCOTT HIGHLANDS 3RD $423.56 01-66502-06-080 GEORGE BAKALOV 7036 UPPER 143RD CT W APPLE VALLEY, MN 55124 0847070368 SCOTT HIGHLANDS 3RD $341.74 01-66502-10-110 MARK DRAHOS 13915 GALWAY CT APPLE VALLEY, MN 55124 0739139156 SCOTT HIGHLANDS 3RD $389.47 01-66503-03-010 CHAD ZUELOW 14347 GARLAND AVE APPLE VALLEY, MN 55124 0745143473 SCOTT HIGHLANDS 4TH $322.31 01-66503-06-060 ZOE VEDETTE GARRISON 7118 145TH ST W APPLE VALLEY, MN 55124 0859071189 SCOTT HIGHLANDS 4TH $155.37 01-66503-06-090 KRISTY CERONSKY 7172 145TH ST W APPLE VALLEY, MN 55124 0859071726 SCOTT HIGHLANDS 4TH $147.31 01-66700-02-040 SCOTT A FRIEDLAND 5900 142ND ST W APPLE VALLEY, MN 55124 0844059000 SCOTTSBRIAR $445.35 01-66700-04-140 EDWIN SANCHEZ CAASTILLO 14393 EUROPA AVE APPLE VALLEY, MN 55124 0634143931 SCOTTSBRIAR $930.05 01-66700-05-020 NEIL ERICKSON 5650 142ND ST W APPLE VALLEY, MN 55124 0844056501 SCOTTSBRIAR $191.70 01-66700-05-270 JOHN KENDRICK 5691 143RD ST W APPLE VALLEY, MN 55124 0850056916 SCOTTSBRIAR $294.70 01-66700-06-020 JASON CRESS 14314 EUCLID AVE APPLE VALLEY, MN 55124 0665143149 SCOTTSBRIAR $250.80 01-66700-07-150 PATRICK SAMUELSON 5647 144TH ST W APPLE VALLEY, MN 55124 0857056471 SCOTTSBRIAR $284.11 01-66700-08-030 RESIDENT 5718 144TH ST W APPLE VALLEY, MN 55124 0857057180 SCOTTSBRIAR $278.28 01-66701-01-070 DENNIS WILSON 14403 EXLEY LN APPLE VALLEY, MN 55124 0626144038 SCOTTSBRIAR 2ND $134.84 01-66701-01-090 WILLIE LUMSON 14431 EXLEY LN APPLE VALLEY, MN 55124 0626144319 SCOTTSBRIAR 2ND $438.05 01-66701-02-050 PATRICIA JACOBSON 14418 EXLEY LN APPLE VALLEY, MN 55124 0626144186 SCOTTSBRIAR 2ND $251.43 01-66701-03-080 HOA TRUONG 14396 EXCELSIOR LN APPLE VALLEY, MN 55124 0638143960 SCOTTSBRIAR 2ND $147.31 01-66701-03-140 ROSIE MUNZ 14449 EVEREST AVE APPLE VALLEY, MN 55124 0673144493 SCOTTSBRIAR 2ND $273.56 01-66701-05-040 PATRICK DOLNEY 14360 EVELETH AVE APPLE VALLEY, MN 55124 0671143604 SCOTTSBRIAR 2ND $167.46 01-67500-01-030 PRAMOD KHAKURAL 12725 FLORIDA LN APPLE VALLEY, MN 55124 0723127258 SHADOW ESTATES $223.70 01-73100-02-050 DERIC THAMES 13891 DULUTH DR APPLE VALLEY, MN 55124 0647138910 SUMMERFIELD $200.05 01-73101-01-010 JEFFREY P THOME 13871 DUBLIN RD APPLE VALLEY, MN 55124 0641138718 SUMMERFIELD 2ND $208.25 01-75850-03-070 ROBERT RUSH 12925 HIALEAH CT APPLE VALLEY, MN 55124 0524129257 THE HIGHLANDS $376.20 01-75950-01-070 JEANIE LOMBARDI 7880 133RD ST W APPLE VALLEY, MN 55124 0580078802 THE OAKS OF APPLE VALLEY $418.43 01-75950-03-010 THOMAS R NIEDERER 7980 134TH ST W APPLE VALLEY, MN 55124 0583079807 THE OAKS OF APPLE VALLEY $494.28 01-75950-03-040 CAREY MASERA 13435 GUNFLINT CT APPLE VALLEY, MN 55124 0515134357 THE OAKS OF APPLE VALLEY $331.14 01-75951-04-040 DAVID STISH 13695 GUILD AVE APPLE VALLEY, MN 55124 0509136954 THE OAKS OF APPLE VALLEY II $164.32 01-75952-03-140 MARK A KLINGSHEIM 13652 DULUTH DR APPLE VALLEY, MN 55124 0647136526 THE OAKS OF APPLE VALLEY III $366.02 01-75952-04-030 TODD FARRINGTON 4574 137TH ST W APPLE VALLEY, MN 55124 0823045749 THE OAKS OF APPLE VALLEY III $240.39 01-75956-01-070 CHRISTINE KUZNAR 13503 GOSSAMER CT APPLE VALLEY, MN 55124 0550135038 THE OAKS OF APPLE VALLEY IV $420.10 01-76150-01-180 JANET ZWEBER 13032 GARVIN BROOK LN APPLE VALLEY, MN 55124 0768130324 THE SUMMIT $165.78 01-76201-02-010 JULIE BEHNKE 13856 ESSEX TRL APPLE VALLEY, MN 55124 0689138562 THE WOODWINDS 2ND $101.11 01-76203-01-010 JAYMI TRIPP 13754 EVERGREEN CT APPLE VALLEY, MN 55124 0792137543 THE WOODWINDS 4TH $268.65 Page 6 of 7 PID Name Address CityStateZip Account #Plat_Name Amount Exhibit B Resolution Number 2018-125 Delinquent Utility Accounts Assessment #655 01-76204-01-030 NANCY TSCHIDA 13986 EMBER WAY APPLE VALLEY, MN 55124 0699139865 THE WOODWINDS 5TH $380.61 01-76400-01-130 TOM SAPP 13343 GLENHAVEN CT APPLE VALLEY, MN 55124 0449133434 TIMBER RIDGE TOWNHOMES $438.65 01-76501-01-090 DAVID GIMBERLINE 14023 HAYES RD APPLE VALLEY, MN 55124 0360140236 TIMBERWICK 2ND $162.68 01-76502-01-050 CRAIG SWANSON 8510 141ST STREET CT W APPLE VALLEY, MN 55124 0574085102 TIMBERWICK 3RD $305.86 01-76504-01-060 DOROTHY PHILLIPS 7935 UPPER 139TH CT W APPLE VALLEY, MN 55124 0369079351 TIMBERWICK 5TH $494.25 01-76504-02-180 DAVID A JOHNSON 7755 139TH CT W APPLE VALLEY, MN 55124 0369077553 TIMBERWICK 5TH $346.76 01-76506-01-040 HOUSES FOR RENT L.L.C. 13789 GUILD AVE APPLE VALLEY, MN 55124 0509137895 TIMBERWICK 7TH $421.69 01-76506-01-070 JOHN GRANLUND 13795 GUILD AVE APPLE VALLEY, MN 55124 0509137952 TIMBERWICK 7TH $261.00 01-76900-01-130 DAVE BELL 15263 DUNDEE AVE APPLE VALLEY, MN 55124 0029152632 TOUSIGNANTS PRAIRIE CROSSING $325.98 01-76900-01-220 CHRISTINA A DAVIES 15111 DUTCHESS CT APPLE VALLEY, MN 55124 0068151115 TOUSIGNANTS PRAIRIE CROSSING $239.09 01-76900-03-360 JEROME JARSKI 15079 DUTCHMAN WAY APPLE VALLEY, MN 55124 0065150797 TOUSIGNANTS PRAIRIE CROSSING $276.39 01-76900-05-060 JAIREE LOTT CONNER 15125 DUPONT PATH APPLE VALLEY, MN 55124 0120151251 TOUSIGNANTS PRAIRIE CROSSING $281.74 01-76900-05-280 MILLICENT WARRINGTON 15278 DUPONT PATH APPLE VALLEY, MN 55124 0120152788 TOUSIGNANTS PRAIRIE CROSSING $160.11 01-76900-05-400 BUNGKYU JUNG 15182 DUPONT PATH APPLE VALLEY, MN 55124 0120151822 TOUSIGNANTS PRAIRIE CROSSING $397.41 01-77000-04-060 DAVID HERNANDEZ 7585 WHITNEY DR APPLE VALLEY, MN 55124 0100075850 TOWNHOUSE 4TH ADDN $419.13 01-77000-07-030 JESSICA CROWLEY 7691 WHITNEY DR APPLE VALLEY, MN 55124 0100076916 TOWNHOUSE 4TH ADDN $243.55 01-77000-09-060 SHARI WAGNER 7715 WHITNEY DR APPLE VALLEY, MN 55124 0100077153 TOWNHOUSE 4TH ADDN $143.27 01-77000-11-050 NANCY J CALHOON 7795 WHITNEY DR APPLE VALLEY, MN 55124 0100077955 TOWNHOUSE 4TH ADDN $238.63 01-81301-02-090 JOHN ZENDER 14132 HEYWOOD PATH APPLE VALLEY, MN 55124 0366141329 VALLEY MEADOWS 2ND $422.37 01-81320-01-230 HELEN THOMAS 12837 GLEN WAY APPLE VALLEY, MN 55124 0434128373 VALLEY OAKS TOWNHOMES $347.04 01-81320-02-080 ADAM RANNING 12857 PENNOCK AVE APPLE VALLEY, MN 55124 0386128579 VALLEY OAKS TOWNHOMES $326.91 01-81320-02-100 JOSHUA THORSTAD 12853 PENNOCK AVE APPLE VALLEY, MN 55124 0386128538 VALLEY OAKS TOWNHOMES $300.20 01-81325-01-040 MOHAMED MOHAMED 14971 EMBER CT APPLE VALLEY, MN 55124 0122149717 VALLEY PINES $309.09 01-81325-01-050 SHANNON JOHNSON 14973 EMBER CT APPLE VALLEY, MN 55124 0122149733 VALLEY PINES $275.14 01-81400-01-030 DELMOND HUCK 7381 146TH WAY W APPLE VALLEY, MN 55124 0867073813 VALLEY SOUTH $260.33 01-81400-01-050 WALLY EBERT 7351 146TH WAY W APPLE VALLEY, MN 55124 0867073516 VALLEY SOUTH $231.26 01-81400-01-150 CENEN SANCHEZ 14605 GARRETT AVE APPLE VALLEY, MN 55124 0748146051 VALLEY SOUTH $215.44 01-81400-02-120 ZELALEM KINDE 7335 UPPER 146TH ST W APPLE VALLEY, MN 55124 0864073352 VALLEY SOUTH $379.95 01-81400-02-160 CLARIE GRANT 14650 GLAZIER AVE APPLE VALLEY, MN 55124 0769146501 VALLEY SOUTH $464.10 01-81454-01-070 AMINA OSMAN 14784 LOWER ENDICOTT WAY APPLE VALLEY, MN 55124 0197147844 VALLEY WAY VILLAGE 5TH $340.24 01-81456-01-190 TOM GORE 14778 ENDICOTT WAY APPLE VALLEY, MN 55124 0194147789 VALLEY WAY VILLAGE 7TH $387.78 01-81457-01-090 SCOTT LARSON 14809 ENDICOTT WAY APPLE VALLEY, MN 55124 0194148092 VALLEY WAY VILLAGE 8TH $351.33 01-83250-04-090 JESS SMITH 13710 FAIR OAK CT APPLE VALLEY, MN 55124 0695137103 WATERFORD VILLAGE $390.94 01-83276-01-210 IRENE EIDE 13943 FARMINGTON WAY APPLE VALLEY, MN 55124 0831139435 WATERFORD VILLAGE TWNHM 2ND $330.63 01-84190-02-010 MICHAEL P LARKIN 13745 HEYWOOD CT APPLE VALLEY, MN 55124 0366137459 WILDWOOD $253.64 01-84190-05-010 BARBARA GEORGE 13806 HEYWOOD CT APPLE VALLEY, MN 55124 0366138069 WILDWOOD $191.88 01-84191-04-040 ELIZABETH KRASCHEL 8386 139TH CT W APPLE VALLEY, MN 55124 0369083866 WILDWOOD 2ND $134.82 01-84193-03-020 LEE SACHS 8368 LOWER 138TH CT W APPLE VALLEY, MN 55124 0371083680 WILDWOOD 4TH $282.35 01-84195-02-010 TIBABU TENNA 13720 HEMLOCK CT APPLE VALLEY, MN 55124 0363137205 WILDWOOD 6TH $414.61 01-84351-01-110 HUBERT BORRMANN 13017 GARRETT LN APPLE VALLEY, MN 55124 0752130173 WILLIAMSBURG 2ND $227.36 01-84725-01-010 DUSTIN YEAGER 12994 GARNER LN APPLE VALLEY, MN 55124 0746129943 WOODSIDE ESTATES $207.70 01-85280-01-020 TARA NELSON 13935 FLEETWOOD AVE APPLE VALLEY, MN 55124 0719139358 WYNDEMERE ADDITION $316.79 01-85280-04-060 NANCY SMOCK 13855 FIRELIGHT WAY APPLE VALLEY, MN 55124 0711138556 WYNDEMERE ADDITION $156.71 ORIGINAL ASSESSMENT BALANCE $167,021.21 Page 7 of 7 I T E M: 5.C. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Regular A genda Description: 2018 Special Assessment Roll No. 656, $1,098.92 - Delinquent Tree Removal Charges S taff Contact: Cathy B roughten, Assistant Finance Director Department / Division: Finance Department AC T I O N RE Q UE S T E D: 1. Hold a public hearing. 2. Adopt the resolution levying 2018 Special Assessment Roll No. 656, delinquent tree removal charges, in the amount of $1,098.92, minus any prepayments. S UM M ARY: Attached please find the public hearing documents for the 2018 Special Assessment Roll No. 656 for delinquent tree removal charges. T he public hearing notices have been mailed to the affected property owners and the affidavits of publication of the hearing notices have been received. B AC K G RO UND: T he total amount of the assessment is $1,098.92 and represents tree removal charges incurred by the C ity, which includes a $50.00 administrative fee. T he number of properties involved and the amounts of charges are not consistent from year to year. Prepayments will be accepted by the City until Tuesday, November 13, 2018. At that time, the balance will be submitted to Dakota county to be levied on the 2019 property tax statements along with 8% interest from the date of the adoption of the assessment roll. No written objections have been received. B UD G E T I M PAC T: T he ultimate adoption of the assessment roll and collection of the levied assessments will result in the recovery of $1,098.92 to offset costs. AT TAC HM E NT S : Resolution Exhibit EXTRACT OF MINUTES OF MEETING OF THE CITY COUNCIL OF THE CITY OF APPLE VALLEY, DAKOTA COUNTY MINNESOTA, HELD ON OCTOBER 11, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Apple Valley, Dakota County, Minnesota, was held at the Municipal Center in said municipality on the 11th day of October, 2018, at 7:00 o'clock p.m. The following members were present: and the following were absent: * * * * * * * * * * * The Finance Director presented an affidavit of publication showing publication of the Notice of Hearing on proposed assessment roll 656 for tree removal charges as described in said notice. Said affidavit showed publication in the official newspaper in accordance with a resolution heretofore adopted by the City Council, which affidavit was examined, found satisfactory and ordered placed on file. The Mayor announced that the meeting was open for consideration of objections, if any, to said proposed assessment and the Mayor proceeded to conduct the hearing related to the assessment roll. All persons were given an opportunity to present all objections and all written objections theretofore filed with the Clerk were presented and considered and all objections were tabulated and are attached hereto as Exhibit A. The Mayor then declared the hearing closed. Member XXX introduced Resolution No. 2018-xx and moved its adoption: * * * * * * * * * * * 2 CITY OF APPLE VALLEY RESOLUTION NO. 2018- RESOLUTION APPROVING AND LEVYING SPECIAL ASSESSMENTS WHEREAS, public hearings have been duly held this 11th day of October, 2018, concerning the proposed assessment roll as set forth in Council Resolution No. 2018-126 with all objections to any of said assessment having been duly noted and considered, if any. BE IT THEREFORE RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The Assistant Finance Director has calculated the amount proper and necessary to be specially assessed for improvements in the areas described in the legal notice of public hearing, as set forth in Exhibit A of Resolution No. 2018-126 against every assessable lot, piece or parcel of land affected thereby upon the basis of benefits without regard to cash valuation in accordance with the provisions of Minnesota Statutes Annotated, Section 429; and notice has been duly published and mailed as required by law that this Council would meet and pass upon all objections, if any, and to amend said proposed assessment as might be necessary; and said proposed assessment roll has at all times since their filing been open for public inspection and an opportunity has been given to all interested parties to present their objections, if any, to such proposed assessment. 2. This Council, having heard and considered all objections so presented and being fully advised in the premises, finds each of the lots, pieces and parcels of land enumerated in the proposed assessment roll, dated September 13th, 2018, in the aggregate amount of $1,098.92 subject to prepayments during the hearing process of $0.00, which results in an unchanged aggregate amount of $1,098.92, is subject to such charges and that such amount is hereby levied against each of the respective lots, pieces and parcels of land therein described. The Clerk is hereby directed to amend all necessary parts of the one page of Assessment Roll 656, adopted for hearing purposes by Resolution No. 2018-126 and to attach the assessment roll in the amount of $1,098.92 to this Resolution as Exhibit B, then containing one page. 3. The proposed assessment roll is hereby adopted and confirmed as the proper special assessment for each of said lots. Each assessment, together with interest at the rates set forth in Exhibit A of Resolution No. 2018-126 accruing on the full amount thereof, from time to time unpaid, shall be a lien concurrent with one (1) year's interest on that and other unpaid installments to be payable with the general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment roll to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may, at any time, pay the whole of such assessment with interest accrued to day of payment, to the Treasurer of the municipality except that the entire amount may be paid within thirty (30) days hereof without interest. 3 5. The Finance Director shall, as soon as may be, prepare and transmit to the County Auditor, a Special Assessment Input form as may be prescribed by the County Auditor, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessments in the manner provided by law. ADOPTED this 11th day of October, 2018. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ____________________________________ Pamela J. Gackstetter, City Clerk * * * * * * * * * * * The motion for the adoption of the foregoing Resolution was duly seconded by Member XXX upon a vote being taken thereon, the following voted in favor: and the following voted against the same: Whereupon said Resolution was declared duly passed and adopted on the 11th day of October, 2018. CLERK’S CERTIFICATE I, the undersigned, being duly qualified and acting Clerk of the City of Apple Valley, Dakota County, Minnesota, hereby certify that I have compared the attached and foregoing Extract of Minutes with the original thereof, on file in my office, and that the same is a true and complete transcript of the minutes of a meeting of the Council of said municipality, duly called and held on the date herein indicated, so far as the minutes relate to the levy of assessments for improvements in said municipality. WITNESS my hand and seal of said City this 11th day of October, 2018. ______________________________________ Pamela J. Gackstetter, City Clerk 4 Exhibit A RESOLUTION NO. 2018- None Exhibit B Resolution Number 2018- Delinquent Tree Removal Assessment #656 PID#/Plat Name/Descrip Owner Name/Address Billing Name/Address Amount 01 63300 02 020 ANTHONY & ANDREA BUCKNER ANTHONY & ANDREA BUCKNER $1,098.92 PALOMINO HILLS 6TH RPLT 13098 HERALD CIRCLE 13098 HERALD CIRCLE DISEASED TREE REMOVAL APPLE VALLEY, MN 55124 APPLE VALLEY, MN 55124 TOTAL $1,098.92 I T E M: 5.D. C OUNC I L ME ET I NG DAT E:October 11, 2018 S E CT I ON:Regular A genda D escription: 2018 S pecial A ssessment Roll No. 657, $1,124.00 - Delinquent F alse A larm Charges S taff Contact: C athy Broughten, A ssistant F inance Director Department / Division: F inance Department ACT ION REQUE S T E D: 1. Hold a public hearing. 2. Adopt the resolution levying 2018 Special Assessment Roll No. 657, delinquent false alarm charges, in the amount of $1,124.00, minus any prepayments. S UM M ARY: Attached please find the public hearing documents for the 2018 Special Assessment Roll No. 657 for delinquent false alarm charges. T he public hearing notices have been mailed to the affected property owners and the affidavits of publication of the hearing notices have been received. BAC K G RO UND : T he total amount of the assessment is $1,124.00 and represents false alarm charges billed by the City, which includes a $50.00 administrative fee. We have not received any payments to date. The number of properties involved and the amounts of the charges are not consistent from year to year. The amount is down from the spring 2016 assessment of $1,438.00. It is also lower than the fall 2015 assessment of $1,570.00. History of certifications: Fall '11 Spring'12 Fall '12 Spring '13 Spring '14 Spring '15 F all '15 Spring '16 Fall '18 Amount Certified $1,862 $2,166 $2,682 $3,354 $1,470 $1,752 $1,570 $1,438 $1,124 Prepayment will be accepted by the City until Tuesday, November 13, 2018. At that time, the balance will be submitted to Dakota County to be levied on the 2019 property tax statements along with 8% interest from the date of the adoption of the assessment roll. No written objections have been received. BUD G E T IM PAC T: T he ultimate adoption of the assessment roll and the collection of the certified amounts will avoid having to write-off $1,124.00 of previously billed revenues. AT TAC HM E NT S: R esolution E xhibit EXTRACT OF MINUTES OF MEETING OF THE CITY COUNCIL OF THE CITY OF APPLE VALLEY, DAKOTA COUNTY MINNESOTA, HELD ON OCTOBER 11, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Apple Valley, Dakota County, Minnesota, was held at the Municipal Center in said municipality on the 11th day of October, 2018, at 7:00 o'clock p.m. The following members were present: and the following were absent: * * * * * * * * * * * The Finance Director presented an affidavit of publication showing publication of the Notice of Hearing on proposed assessment roll 657 for improvements as described in said notice. Said affidavit showed publication in the official newspaper in accordance with a resolution heretofore adopted by the City Council, which affidavit was examined, found satisfactory and ordered placed on file. The Mayor announced that the meeting was open for consideration of objections, if any, to said proposed assessment and the Mayor proceeded to conduct the hearing related to the assessment roll. All persons were given an opportunity to present all objections and all written objections theretofore filed with the Clerk were presented and considered and all objections were tabulated and are attached hereto as Exhibit A. The Mayor then declared the hearing closed. Member XXX introduced Resolution No. 2018- and moved its adoption: * * * * * * * * * * * 2 CITY OF APPLE VALLEY RESOLUTION NO. 2018- RESOLUTION APPROVING AND LEVYING SPECIAL ASSESSMENTS WHEREAS, public hearings have been duly held this 11th day of October, 2018, concerning the proposed assessment roll as set forth in Council Resolution No. 2018-127 with all objections to any of said assessment having been duly noted and considered, if any. BE IT THEREFORE RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The Assistant Finance Director has calculated the amount proper and necessary to be specially assessed for improvements in the areas described in the legal notice of public hearing, as set forth in Exhibit A of Resolution No. 2018-127, against every assessable lot, piece or parcel of land affected thereby upon the basis of benefits without regard to cash valuation in accordance with the provisions of Minnesota Statutes Annotated, Section 429; and notice has been duly published and mailed as required by law that this Council would meet and pass upon all objections, if any, and to amend said proposed assessment as might be necessary; and said proposed assessment roll has at all times since their filing been open for public inspection and an opportunity has been given to all interested parties to present their objections, if any, to such proposed assessment. 2. This Council, having heard and considered all objections so presented and being fully advised in the premises, finds each of the lots, pieces and parcels of land enumerated in the proposed assessment roll, dated September 13th, 2018, in the aggregate amount of $1,124.00 subject to adjustments during the hearing process of which there were none, is subject to such charges and that such amount is hereby levied against each of the respective lots, pieces and parcels of land therein described. The Clerk is hereby directed to amend all necessary parts of the one page of Assessment Roll 657, adopted for hearing purposes by Resolution No. 2018-127 and to attach the assessment roll in the amount of $1,124.00 to this Resolution as Exhibit B, then containing one page. 3. The proposed assessment roll is hereby adopted and confirmed as the proper special assessment for each of said lots. Each assessment, together with interest at the rates set forth in Exhibit A of Resolution No. 2018-127 accruing on the full amount thereof, from time to time unpaid, shall be a lien concurrent with one (1) year's interest on that and other unpaid installments to be payable with the general taxes for each consecutive year thereafter until the entire assessment is paid. 4. Prior to certification of the assessment roll to the County Auditor, the owner of any lot, piece or parcel of land assessed hereby may, at any time, pay the whole of such assessment with interest accrued to day of payment, to the Treasurer of the municipality except that the entire amount may be paid within thirty (30) days hereof without interest. 3 5. The Assistant Finance Director shall, as soon as may be, prepare and transmit to the County Auditor, a Special Assessment Input form as may be prescribed by the County Auditor, to be extended upon the proper tax lists of the County and the County Auditor shall thereafter collect said assessments in the manner provided by law. ADOPTED this 11th day of October, 2018. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ____________________________________ Pamela J. Gackstetter, City Clerk * * * * * * * * * * * The motion for the adoption of the foregoing Resolution was duly seconded by Member XXX upon a vote being taken thereon, the following voted in favor: and the following voted against the same: Whereupon said Resolution was declared duly passed and adopted on the 11th day of October, 2018. CLERK’S CERTIFICATE I, the undersigned, being duly qualified and acting Clerk of the City of Apple Valley, Dakota County, Minnesota, hereby certify that I have compared the attached and foregoing Extract of Minutes with the original thereof, on file in my office, and that the same is a true and complete transcript of the minutes of a meeting of the Council of said municipality, duly called and held on the date herein indicated, so far as the minutes relate to the levy of assessments for improvements in said municipality. WITNESS my hand and seal of said City this 11th day of October, 2018. 4 ______________________________________ Pamela J. Gackstetter, City Clerk Exhibit A RESOLUTION NO. 2018- None. Exhibit B Resolution Number 2018- Delinquent False Alarm Charges Assessment #657 PID#/Plat Name/Description Owner Name/Address Billing Name/Address Amount 01 11784 01 020 CAR APPLE VALLEY SQUARE, LLC AT & T $ 314.00 APPLE VALLEY SQUARE 5TH P.O. BOX 790830 7634 150TH ST W DELINQ FALSE ALARMS SAN ANTONIO, TX 78279-0830 APPLE VALLEY, MN 55124 01 26906 01 010 PRINCIPAL LIFE INSURANCE CO. NOODLES & CO. $ 182.00 FISCHER MARKET PLACE 7TH 3500 AMERICAN BLVD W STE 200 14879 FLORENCE TRL DELINQ FALSE ALARMS BLOOMINGTON, MN 55431 APPLE VALLEY, MN 55124 01 71051 01 030 WAYNE & CAROL WIEBER OFFICE MAX $ 314.00 SOUTHPORT CENTRE 2ND P.O. BOX 1356 7361 153RD ST W DELINQ FALSE ALARMS ST. CLOUD, MN 56302-1356 APPLE VALLEY, MN 55124 01 56803 01 010 BIGOS-GALANTE LLC PARKSIDE VILL APTS $ 314.00 PARKSIDE VILLAGE GALANTE 8325 WAYZATA BLVD STE 200 15283 GALANTE LN DELINQ FALSE ALARMS MINNEAPOLIS, MN 55428 APPLE VALLEY, MN 55124 TOTAL $1,124.00 I T E M: 5.E. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Regular A genda Description: P ass Ordinance Amending Chapter 155 of the City Code Related to I mpervious and Building Coverage on One- and Two-F amily L ots and within S horeland Overlay District (Recommend waiving second reading) S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C16-02-Z Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: Pass ordinance amending Chapter 155 of the C ity Code related to impervious and building coverage on one- and two-family lots and within Shoreland Overlay District. (Recommend waiving second reading.) S UM M ARY: Ordinance Summary: T he planned development zoning districts for one-family and two- family developments are amended to regulate impervious coverage rather than building coverage. Definitions related to impervious surface, paved surface and building coverage are updated. Provisions are made to allow residents to increase the maximum impervious surface coverage by 5% if an approved storm water structure like a rain garden is created. Residents who currently exceed the maximum allowable impervious surface coverage may maintain their existing coverage level, but may not increase it without a variance. And lastly, the S H-Shoreland O verlay impervious coverage is also amended to make it consistent with State Law. History: Since 2004, the Zoning Code has limited impervious surface coverage on one- and two-family parcels zoned "R" (R-1, R-2, R-3, R-C L, R-5) and "A" (Agriculture) to 35% of the lot area. Impervious coverage is any constructed surface that prevents water from naturally infiltrating directly into the soil. Impervious surfaces include building roofs, walkways, patios, driveways, sports courts, swimming pools, and the like. Impervious surface coverage is usually reviewed when applying for a building permit, a driveway permit or a natural resources management permit (N RMP). Impervious surface area on property is an important issue because it impacts C ity storm water systems and water quality. Maintaining natural draining surfaces on properties benefits the C ity. Approximately 40% of the C ity's existing one- and two-family parcels are located within a planned development and zoned "P D." T he majority of the P Ds limit building coverage rather than impervious surf ace coverage. T he lots may have been developed initially in compliance with the PD requirements, but over time, many residents have made improvements and home additions that now exceed the allowable building coverage of the PD. T he current building coverage requirement prevents them from making further improvements to their homes. B AC K G RO UND: Why is this Amendment Proposed?: T he ordinance amendment is requested to help homeowners in PD zoning districts to be able to make improvements to their properties and to ensure better storm water management. For residents in R zoning districts, the ordinance helps to clarify definitions and provides tools for those wishing to make improvements to their property who may be near the maximum impervious coverage allowed. J essica Schaum, the C ity's Natural Resources Coordinator, states that impervious surfaces block water from infiltrating into the ground, increasing the volume and rate of stormwater runoff. T he increased stormwater volume worsens flooding, degrades water quality, and impedes groundwater replenishment. Apple Valley currently has four lakes listed as “Impaired waters” due to excess nutrients. J essica states that the C ity is required to reduce pollution to these lakes, (and our entire stormwater system) according to state and federal water regulations to improve water quality. One- and Two-family Parcels in Planned Development Zoning Districts: Approximately 4,000 (38%) of the C ity's 10,540 single family parcels are zoned "P D" (Planned Development). Each PD has its own coverage and setback requirements, but most regulate building coverage and contain no provision for impervious surface coverage. In 2016 a property owner in the Scottsbriar neighborhood (P D-342) wanted to construct an addition onto his single family home. Over time, building additions and improvements were made to the home that caused the property to exceed the maximum 20% building coverage allowed in the PD . He proposed to replace a patio with a building addition which would have had no impact on the existing impervious surface coverage. Further review of PD-342 revealed that several properties in the PD were in a similar situation: they had building coverage in excess of the 20% maximum. When a maximum impervious surface area coverage of 35% was applied to the lots, many of the lots were found to be in conformance with the requirement. When other one- and two-family PD s were reviewed, similar issues were found. Properties zoned PD are not eligible to apply for a variance, but must request a code amendment instead which is a burdensome process for a single family property owner. T he lots in P D zoning districts tend to be smaller than a typical R-3 lot, which further restricts building coverage. Two limitations are caused by regulating building coverage: the extent to which a homeowner may make building improvement to his or her home is restricted and at the same time, the regulation does nothing to address impervious surface coverage. One and Two-family Parcels Zoned "R": Residential properties zoned "R" have been restricted to a maximum of 35% impervious surface area on the lot since 2004. Homeowners usually don't think about impervious surface coverage until they apply for a building permit, a driveway permit or a natural resources management permit. T he 35% maximum impervious surface coverage is no issue for most homeowners, but some residents must carefully review their maximum impervious surface coverage and decide how to proceed with their project. Staff has been able to work with homeowners on a case-by-case basis to resolve most of the cases, but an amendment to allow 5% additional coverage with an off-setting stormwater management strategy would help those close to the maximum coverage requirement. T he ordinance would also help to deal with the cases when residents exceed the 35% maximum impervious surface coverage. Proposed Ordinance Provisions: 1. PD zoning districts are amended so that one- and two-family lots are regulated by impervious coverage rather than building coverage. In addition, placing the impervious coverage requirements outside of the P Ds will give a property owner the opportunity to apply for a variance if it becomes necessary. 2. Because many of the parcels zoned PD are smaller than typical R-3 (Single family residential, minimum lot 11,000 sq. ft.) parcels, the impervious surface coverage requirement is on a graduated scale so that smaller lots are able to have more surface coverage. 3. Property owners may exceed the impervious coverage by up to 5%, but only if storm water management steps are taken, which must be approved by the City. 4. Homeowners who exceed the impervious surface coverage requirement may maintain their existing impervious coverage percentage, but may not expand their impervious surface coverage without a variance. Improvements may be made, but the homeowner will be required to remove or replace some of the existing impervious coverage. Pervious materials may be substituted for impervious to reduce impervious coverage. 5. A definition of "Impervious Surface" is added. 6. Residential and commercial/industrial properties may construct parking areas of pervious material if approved by the City. 7. T he lot area, height, frontage and yard requirements chart (Appendix A) for the agricultural and residential zoning districts is revised to direct readers to the new impervious coverage section of the code. Planned Development zoning districts containing single family and two-family properties are similarly directed to the new section. 8. T he (SH) Shoreland Overlay zoning district is amended to reduce allowable impervious surface area on a lot from 30% to 25% to comply with State Statutes. Planning C ommission Review: At its meeting of September 5, 2018, the Planning Commission conducted a public hearing to receive comments on the draft ordinance. No comments were received from the public, but the Planning C ommission asked questions and pointed out some issues that required the draft ordinance to be edited to clarify. 1. T he lot areas listed in the impervious coverage chart has overlaps. T he numbers need to be edited. Staff response: T he Dakota C ounty parcel information provides lot areas to the third decimal, so lots with an area that is a whole number are extremely rare, but not impossible. T he ordinance was edited to address. 2. A rain garden that slows infiltration into the ground would be considered an impervious surface according to the current definition. Staff response: T he definition of Impervious Surface was amended to ensure that stormwater management systems, like rain gardens, are classified as "pervious". 3. How many other planned development (PD) districts regulate impervious surface c ove rage? Staff response: Two PDs, PD -703 (C obblestone) and PD-975 (Quarry Ponds and Regents Point), regulate impervious coverage rather than building coverage. PD-703 regulated both maximum building coverage and maximum impervious surface area requirements. T he maximum coverage permitted in Zone 1 is 50% and Zone 2 is 55% which takes into account the larger homes on smaller lots. PD-975 has a maximum impervious surface area of 35% which is consistent with the existing R-3 (Single family, 11,000 sq. ft.) requirements. Planning C ommission Action: At its meeting of September 19, 2018, the Planning Commission voted unanimously to recommend approval of the draft ordinance. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Ordinance Ordinance Presentation 1 PROPOSED ORDINANCE AMENDMENT IMPERVIOUS SURFACE AREA ON RESIDENTIAL LOTS AND SHORELAND OVERLAY DISTRICT Underlined Text is being added. Strikeout Text is being deleted. CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 OF THE CITY CODE RELATED TO IMPERVIOUS AND BUILDING COVERAGE ON ONE-FAMILY LOTS AND SHORELAND OVERLAY DISTRICT The City Council of Apple Valley Ordains: Section 1. Section 155.003 of the Apple Valley City Code is hereby amended to add the following definition: § 155.003 DEFINITIONS IMPERVIOUS SURFACE. A constructed surface, generally made of brick, stone, concrete, asphalt, gravel or similar impermeable material, that either prevents water from naturally infiltrating directly or slows the natural infiltration of water into the soil or that water cannot easily penetrate for direct natural infiltration into the soil. Impervious surfaces include, but are not limited to: building roofs, walkways, patios, driveways, parking lots, concrete or asphalt paving, sport courts, tennis courts and swimming pools. Decks shall not be considered an impervious surface if (1) the surface under the deck is pervious; or (2) the surface water runoff from the deck surface is not controlled by a drainage system, such as gutters, diversion plates. Section 2. Section 155.003 of the Apple Valley City Code is hereby amended to read the following: § 155.003 DEFINITIONS BUILDING COVERAGE. The proportion of the square footage of a lot that is or may be covered by all existing and proposed building(s), including accessory buildings such as a shed, gazebo, or permanent pavilion at the time of the issuance of a building permit. The portion of the lot encumbered by any city or county easement not constituting public right-of-way as defined herein shall be included for purposes of determining total calculating the total square footage of the lot area. LOT COVERAGE. The total area of a lot which, when viewed from directly above, is or would be covered by a building, structure, or impervious surface The aggregate coverage area of building coverage and impervious surface area of a lot. PAVED SURFACE. Any area covered by the following impervious materials consisting of : concrete, bituminous, or brick pavers. 2 Section 3. Section 155.350 is amended to add Section 155.350 (C), (D), and (E) to read as follows: § 155.350 DRAINAGE REQUIREMENTS. * * * (C) The maximum impervious surface area on a lot or parcel with a one-family detached dwelling (house) or lots with two-family attached dwellings (twinhome) shall not exceed the following coverage: Lot Size1 Maximum Impervious Coverage Allowed 9,000 sq. ft. or greater 35% 8,999 sq. ft. - 7,500 sq. ft. 40% 7,499 sq. ft. - 6,000 sq. ft. 45% Less than 6,000 sq. ft. 50% 1. Actual lot area shall be rounded up to the nearest whole number for determination of its lot size hereunder. Lots located within a “PD” (Planned Development) zoning district on which an one-family detached dwelling (house) or lots with two-family attached dwellings (twin home) is a are permitted uses shall comply with the requirements above, unless impervious surface coverage is specifically addressed in the ordinance establishing the PD zoning district. Lots zoned for multi-family dwellings on which the dwelling units, attached or detached, comprises the lot of record and the open space or yard surrounding the unit is not exclusively owned by the dwelling unit owner and is instead owned as a CIC or other common property interests, are not subject to this Clause. (D) The maximum impervious surface area allowed hereunder may be increased up to an additional 5% upon a showing of extraordinary circumstances supporting good cause for additional impervious surface area in excess of the limitations herein and upon the installation of a city approved on-site stormwater management facility. (E) Any lot or parcel that has impervious surface area in excess of the maximum area allowed herein as of April 30, 2018, shall be deemed as legal nonconforming. The impervious surface area existing on a lot as of April 30, 21018, may be maintained, repaired or replaced, but may not be expanded. If the lot or parcel is redeveloped in its entirety, the impervious surface area restrictions set forth herein shall apply. 3 Section 4. Section 155.373(B)(3) is by revising Section 155.373 (B)(3) to read as follows:: § 155.373 PARKING IN RESIDENTIAL DISTRICTS. * * * (B) Parking in all residential districts shall be subject to the following requirements: * * * (3) All motorized vehicles, regardless of type, method of propulsion, or placement on a trailer, and all Class II vehicles and trailers shall be parked or stored on a paved surface. A surface constructed of pervious material may be used if approved by the City; * * * Section 5. Section 155.378 is amended by revising Section 155.378 (B)(1) & (2) to read as follows: § 155.378 OFF-STREET PARKING; DESIGN AND MAINTENANCE. * * * (B) Surfacing. (1) In single-family residential districts, any area intended to be used for parking spaces, driveways, storage of motor vehicles, or vehicle maneuvering areas shall be surfaced with concrete, asphalt or brick pavers. Pervious material may be permitted when approved by the City. (2) In multi-family residential, commercial, industrial, or institutional districts, any area intended to be used for parking spaces, driveways, loading areas, open sales or storage lots, vehicle maneuvering, and the like, shall be surfaced with concrete or bituminous materials. Pervious material may be permitted when determined to be a low risk of contamination and approved by the City. 4 Section 6. Chapter 155, Appendix A is amended by revising the Maximum Impervious Surface Coverage requirements to read as follows: APPENDIX A: REQUIREMENTS FOR AGRICULTURAL AND SINGLE-ONE AND TWO- FAMILY DISTRICTS Agriculture and residential districts shall have the following lot area, height, frontage and yard requirements. The dimensions are measured in feet, unless directly stated otherwise. Setback Requirements Symbol Use District Lot Area Lot Width (in feet) Front Yard Setback (in feet) Side Yard Setback Interior Lot (in feet) Side Yard Setback Corner Lot (in feet) Rear Yard Setback (in feet) Maximum Height (in feet) Maximum Impervious Surface Coverage (percent of lot area) A* Agricultural 5 acres 150 30 20 30 50 — 35% See § 155.350 R-1* One-family residential 40,000 sq. ft. 150 30 20 30 30 35 35% See § 155.350 R-2* One-family residential 18,000 sq. ft. 100 30 10 30 30 35 35% See § 155.350 R-3* One-family residential Interior lot 11,000 sq. ft 80 30 Dwelling Unit 10 Garage 5 — 30 35 35% See § 155.350 Corner lot 12,500 0 sq. ft. 90 30 — Street side 20 Interior side same as interior lot setbacks 30 35 35% See § 155.350 RCL** — — — — — — — — — R-5* Two-family residential 15,000 sq. ft. (7,500 per unit) 100 (50 per unit) 30 Dwelling Unit 10 Garage 7.5 30 30 35 35% See § 155.350 5 Section 7. Chapter 155, Appendix F, Article 3, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A3-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 138 Standards Zone 1 Zone 2 Zon e 3 Zone 4 Zone 5 Zone 6 Zone 7 One- Family* Two- Family One- Family* Two- Family* * Multiple Residenti al One- Family * * * Section 8. Chapter 155, Appendix F, Article 4, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A4-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 163 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 Zone 7 * * * Maximum Building Lot Coverage Building Coverage of lot (%) 20 20 20 20 20 25 25 Impervious Surface Coverage See §155.350 See §155.350 See §155.350 Maximum Building Lot Coverage Building Coverage of Lot (percentage) 20 20 20 25 20 35 20 20 20 35 Impervious Surface Coverage See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 6 Section 9. Chapter 155, Appendix F, Article 8, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A8-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 251 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 20 20 20 20 20 20 Impervious Surface Coverage See §155.350 See §155.350 Section 10. Chapter 155, Appendix F, Article 11, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A11-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 144 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 One- Family Multiple Residential Multiple Residential** * * * Maximum Building Lot Coverage Lot Building coverage (percentage) 20 20 20 15 15 30 Impervious Surface Coverage See §155.350 See §155.350 7 Section 11. Chapter 155, Appendix F, Article 12, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A12-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 315 Requirements Zone 1 Zone 2 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 20 20 Impervious Surface Coverage See §155.350 See §155.350 Section 12. Chapter 155, Appendix F, Article 13, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A13-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 341 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 4B Zone 5 Shopping Center Free- Standing * * * Maximum Building Impervious Surface Coverage Building Coverage of lot (percentage) 20 25 25 30 30 30 30 Impervious Surface Coverage See §155.350 8 Section 13. Chapter 155, Appendix F, Article 14, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A14-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 342. Requirements Zone 1 Zone 2 Zone 3 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 20 20 20 Impervious Surface Coverage See §155.350 Section 14. Chapter 155, Appendix F, Article 15 is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A15-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 400. Requirements Zone 1 Zone 2 Zone 3 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 20 25 20 Impervious Surface Coverage See §155.350 9 Section 15. Chapter 155, Appendix F, Article 17, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A17-5(A)(1) to read as follows: § A17-5 MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 444. Requirements Zone 1 Zone 2 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 20 25 Impervious Surface Coverage See §155.350 Section 16. Chapter 155, Appendix F, Article 21, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A21-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 580. Requirements Zone 1 Zone 2 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 30 30 Impervious Surface Coverage See §155.350 10 Section 17. Chapter 155, Appendix F, Article 22, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A22-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 629. Requirements Zone 1 Zone 2 Zone 3 Zone 4 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) — — 32 25 Maximum building footprint (square foot) 2,700 2,700 — — Impervious Surface Coverage See §155.350 Section 18. Chapter 155, Appendix F, Article 23, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A23-5(A)(1) to read as follows: MINIMUM AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 632. Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 Zone 7 * * * Maximum Building Lot Coverage Building Coverage of lot (percentage) 30 30 20 20 20 30 35 Impervious Surface Coverage See §155.350 See §155.350 11 Section 19. Chapter 155, Appendix F, Article 33, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A33-5(A)(1) to read as follows: MINIMUM AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 856. Specification Zone 2 * * * Maximum building Impervious Surface coverage (percent) 30 See § 155.350 Section 20. Chapter 155, Chapter 155, Appendix H, is amended by revising the maximum total area covered by impervious surface, in part, as set forth, to read as follows: APPENDIX H: REQUIREMENTS FOR SHORELAND OVERLAY * * * Recreational development waters setback and area requirements shall be as follows. The measurements shall be in feet unless otherwise specified. Sewered Unsewered * * * Total lot area covered by impervious surface with bonus, subsection 30 25 30 25 Section 155.309 (percentage): Waterfront lots 40 — Other lots 50 — Section 21. Summary approved. The City Council hereby determines that the text of the summary marked “Official Summary of Ordinance No. ______”, a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and summary will clearly inform the public of the intent and effect of the ordinance. Section 22. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. 12 Section 23. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 24. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this _____ day of ______, 2018. _________________________________ Mary Hamann-Roland, Mayor ATTEST: ________________________________ Pamela J. Gackstetter, City Clerk 13 CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 OF THE CITY CODE RELATED TO IMPERVIOUS AND BUILDING COVERAGE ON ONE-FAMILY LOTS AND SHORELAND OVERLAY DISTRICT The following is the official summary of Ordinance No. ___ approved by the City Council of Apple Valley on _____________, 2018: Chapter 155 of the City Code is amended to address maximum impervious surface area and building coverage area regulations. The amendments add the definition of impervious surface and amend definitions for building coverage, lot coverage and paved surface. The amendment adds maximum impervious surface area requirements for one-family detached and two-family dwellings properties. The building coverage regulations are amended to be replaced with maximum impervious surface area requirements in zoning districts for one-family detached and two-family dwellings. Shoreland Overlay District regulations are amended to reduce the allowed maximum impervious coverage to conform with State law. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 West 147th Street, Apple Valley, Minnesota 55124. 1 CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 OF THE CITY CODE RELATED TO IMPERVIOUS AND BUILDING COVERAGE ON ONE- AND TWO-FAMILY LOTS AND SHORELAND OVERLAY DISTRICT The City Council of Apple Valley Ordains: Section 1. Section 155.003 of the Apple Valley City Code is hereby amended to add the following definition: § 155.003 DEFINITIONS IMPERVIOUS SURFACE. A constructed surface, generally made of brick, stone, concrete, asphalt, gravel or similar impermeable material, that prevents water from naturally infiltrating directly into the soil or that water cannot easily penetrate for direct natural infiltration into the soil. Impervious surfaces include, but are not limited to: building roofs, walkways, patios, driveways, parking lots, concrete or asphalt paving, sport courts, tennis courts and swimming pools. Decks shall not be considered an impervious surface if (1) the surface under the deck is pervious; or (2) the surface water runoff from the deck surface is not controlled by a drainage system, such as gutters, diversion plates. Section 2. Section 155.003 of the Apple Valley City Code is hereby amended to read the following: § 155.003 DEFINITIONS BUILDING COVERAGE. The proportion of the square footage of a lot that is or may be covered by building(s), including accessory buildings such as a shed, gazebo, or permanent pavilion. The portion of the lot encumbered by any city or county easement not constituting public right- of-way as defined herein shall be included for purposes of calculating the total square footage of the lot. LOT COVERAGE. The aggregate coverage area of building coverage and impervious surface area of a lot. PAVED SURFACE. Any area covered by the following impervious material: concrete, bituminous, or brick pavers. Section 3. Section 155.350 is amended to add Section 155.350 (C), (D), and (E) to read as follows: § 155.350 DRAINAGE REQUIREMENTS. * * * 2 (C) The maximum impervious surface area on a lot or parcel with a one-family detached dwelling (house) or lots with two-family attached dwellings (twinhome) shall not exceed the following coverage: Lot Size1 Maximum Impervious Coverage Allowed 9,000 sq. ft. or greater 35% 8,999 sq. ft. - 7,500 sq. ft. 40% 7,499 sq. ft. - 6,000 sq. ft. 45% Less than 6,000 sq. ft. 50% 1. Actual lot area shall be rounded up to the nearest whole number for determination of its lot size hereunder. Lots located within a “PD” (Planned Development) zoning district on which an one-family detached dwelling (house) or lots with two-family attached dwellings (twin home) is a are permitted uses shall comply with the requirements above, unless impervious surface coverage is specifically addressed in the ordinance establishing the PD zoning district. Lots zoned for multi-family dwellings on which the dwelling units, attached or detached, comprises the lot of record and the open space or yard surrounding the unit is not exclusively owned by the dwelling unit owner and is instead owned as a CIC or other common property interests, are not subject to this Clause. (D) The maximum impervious surface area allowed hereunder may be increased up to an additional 5% upon a showing of circumstances supporting good cause for additional impervious surface area in excess of the limitations herein and upon the installation of a city approved on-site stormwater management facility. (E) Any lot or parcel that has impervious surface area in excess of the maximum area allowed herein as of April 30, 2018, shall be deemed as legal nonconforming. The impervious surface area existing on a lot as of April 30, 21018, may be maintained, repaired or replaced, but may not be expanded. If the lot or parcel is redeveloped in its entirety, the impervious surface area restrictions set forth herein shall apply. 3 Section 4. Section 155.373(B)(3) is by revising Section 155.373 (B)(3) to read as follows:: § 155.373 PARKING IN RESIDENTIAL DISTRICTS. * * * (B) Parking in all residential districts shall be subject to the following requirements: * * * (3) All motorized vehicles, regardless of type, method of propulsion, or placement on a trailer, and all Class II vehicles and trailers shall be parked or stored on a paved surface. A surface constructed of pervious material may be used if approved by the City; * * * Section 5. Section 155.378 is amended by revising Section 155.378 (B)(1) & (2) to read as follows: § 155.378 OFF-STREET PARKING; DESIGN AND MAINTENANCE. * * * (B) Surfacing. (1) In single-family residential districts, any area intended to be used for parking spaces, driveways, storage of motor vehicles, or vehicle maneuvering areas shall be surfaced with concrete, asphalt or brick pavers. Pervious material may be permitted when approved by the City. (2) In multi-family residential, commercial, industrial, or institutional districts, any area intended to be used for parking spaces, driveways, loading areas, open sales or storage lots, vehicle maneuvering, and the like, shall be surfaced with concrete or bituminous materials. Pervious material may be permitted when determined to be a low risk of contamination and approved by the City. 4 Section 6. Chapter 155, Appendix A is amended by revising the Maximum Impervious Surface Coverage requirements to read as follows: APPENDIX A: REQUIREMENTS FOR AGRICULTURAL AND ONE AND TWO-FAMILY DISTRICTS Agriculture and residential districts shall have the following lot area, height, frontage and yard requirements. The dimensions are measured in feet, unless directly stated otherwise. Setback Requirements Symbol Use District Lot Area Lot Width (in feet) Front Yard Setback (in feet) Side Yard Setback Interior Lot (in feet) Side Yard Setback Corner Lot (in feet) Rear Yard Setback (in feet) Maximum Height (in feet) Maximum Impervious Surface Coverage (percent of lot area) A* Agricultural 5 acres 150 30 20 30 50 — See § 155.350 R-1* One-family residential 40,000 sq. ft. 150 30 20 30 30 35 See § 155.350 R-2* One-family residential 18,000 sq. ft. 100 30 10 30 30 35 See § 155.350 R-3* One-family residential Interior lot 11,000 sq. ft 80 30 Dwelling Unit 10 Garage 5 — 30 35 See § 155.350 Corner lot 12,500 sq. ft. 90 30 — Street side 20 Interior side same as interior lot setbacks 30 35 See § 155.350 RCL** — — — — — — — — — R-5* Two-family residential 15,000 sq. ft. (7,500 per unit) 100 (50 per unit) 30 Dwelling Unit 10 Garage 7.5 30 30 35 See § 155.350 5 Section 7. Chapter 155, Appendix F, Article 3, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A3-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 138 Standards Zone 1 Zone 2 Zon e 3 Zone 4 Zone 5 Zone 6 Zone 7 One- Family* Two- Family One- Family* Two- Family* * Multiple Residenti al One- Family * * * Section 8. Chapter 155, Appendix F, Article 4, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A4-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 163 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 Zone 7 * * * Maximum Lot Coverage Building Coverage (%) 20 20 20 25 Impervious Surface Coverage See §155.350 See §155.350 See §155.350 Maximum Lot Coverage Building Coverage (percentage) 25 20 20 Impervious Surface Coverage See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 See §155.350 6 Section 9. Chapter 155, Appendix F, Article 8, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A8-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 251 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 * * * Maximum Lot Coverage Building Coverage (percentage) 20 20 20 20 Impervious Surface Coverage See §155.350 See §155.350 Section 10. Chapter 155, Appendix F, Article 11, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A11-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 144 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 One- Family Multiple Residential Multiple Residential** * * * Maximum Lot Coverage Building coverage (percentage) 20 15 15 30 Impervious Surface Coverage See §155.350 See §155.350 7 Section 11. Chapter 155, Appendix F, Article 12, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A12-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 315 Requirements Zone 1 Zone 2 * * * Maximum Lot Coverage Building Coverage (percentage) 20 Impervious Surface Coverage See §155.350 See §155.350 Section 12. Chapter 155, Appendix F, Article 13, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A13-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 341 Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 4B Zone 5 Shopping Center Free- Standing * * * Maximum Impervious Surface Coverage Building Coverage (percentage) 25 25 30 30 30 30 Impervious Surface Coverage See §155.350 8 Section 13. Chapter 155, Appendix F, Article 14, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A14-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 342. Requirements Zone 1 Zone 2 Zone 3 * * * Maximum Lot Coverage Building Coverage (percentage) 20 20 Impervious Surface Coverage See §155.350 Section 14. Chapter 155, Appendix F, Article 15 is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A15-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 400. Requirements Zone 1 Zone 2 Zone 3 * * * Maximum Lot Coverage Building Coverage (percentage) 25 20 Impervious Surface Coverage See §155.350 9 Section 15. Chapter 155, Appendix F, Article 17, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A17-5(A)(1) to read as follows: § A17-5 MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 444. Requirements Zone 1 Zone 2 * * * Maximum Lot Coverage Building Coverage (percentage) 25 Impervious Surface Coverage See §155.350 Section 16. Chapter 155, Appendix F, Article 21, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A21-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 580. Requirements Zone 1 Zone 2 * * * Maximum Lot Coverage Building Coverage (percentage) 30 Impervious Surface Coverage See §155.350 10 Section 17. Chapter 155, Appendix F, Article 22, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A22-5(A)(1) to read as follows: MINIMUM AREA REQUIREMENTS FOR DESIGNATION NO. 629. Requirements Zone 1 Zone 2 Zone 3 Zone 4 * * * Maximum Lot Coverage Building Coverage (percentage) — — 32 25 Maximum building footprint (square foot) 2,700 — — Impervious Surface Coverage See §155.350 Section 18. Chapter 155, Appendix F, Article 23, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A23-5(A)(1) to read as follows: MINIMUM AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 632. Requirements Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 Zone 7 * * * Maximum Lot Coverage Building Coverage (percentage) 20 20 20 30 35 Impervious Surface Coverage See §155.350 See §155.350 11 Section 19. Chapter 155, Appendix F, Article 33, is amended by revising the Table relative to maximum building coverage, in part, as set forth in § A33-5(A)(1) to read as follows: MINIMUM AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 856. Specification Zone 2 * * * Maximum Impervious Surface coverage (percent) See § 155.350 Section 20. Chapter 155, Chapter 155, Appendix H, is amended by revising the maximum total area covered by impervious surface, in part, as set forth, to read as follows: APPENDIX H: REQUIREMENTS FOR SHORELAND OVERLAY * * * Recreational development waters setback and area requirements shall be as follows. The measurements shall be in feet unless otherwise specified. Sewered Unsewered * * * Total lot area covered by impervious surface with bonus, subsection 30 25 30 25 Section 155.309 (percentage): Waterfront lots 40 — Other lots 50 — Section 21. Summary approved. The City Council hereby determines that the text of the summary marked “Official Summary of Ordinance No. ______”, a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and summary will clearly inform the public of the intent and effect of the ordinance. Section 22. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 23. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. 12 Section 24. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this _____ day of ______, 2018. _________________________________ Mary Hamann-Roland, Mayor ATTEST: ________________________________ Pamela J. Gackstetter, City Clerk 13 CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 OF THE CITY CODE RELATED TO IMPERVIOUS AND BUILDING COVERAGE ON ONE-FAMILY LOTS AND SHORELAND OVERLAY DISTRICT The following is the official summary of Ordinance No. ___ approved by the City Council of Apple Valley on _____________, 2018: Chapter 155 of the City Code is amended to address maximum impervious surface area and building coverage area regulations. The amendments add the definition of impervious surface and amend definitions for building coverage, lot coverage and paved surface. The amendment adds maximum impervious surface area requirements for one-family detached and two-family dwellings properties. The building coverage regulations are amended to be replaced with maximum impervious surface area requirements in zoning districts for one-family detached and two-family dwellings. Shoreland Overlay District regulations are amended to reduce the allowed maximum impervious coverage to conform with State law. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 West 147th Street, Apple Valley, Minnesota 55124. 10/9/2018 1 Impervious Coverage Ordinance Amendment City Council Informal Meeting September 27, 2018 Requested Action Discuss draft ordinance amending §155 (Zoning) concerning impervious surface and building coverage. 10/9/2018 2 Topics to Discuss 1.Why Does the City Regulate Impervious Surface Coverage? 2.What are the Ordinance Provisions? 3.Planning Commission Review and Actions Why Does the City Regulate Impervious Coverage? 10/9/2018 3 Public Works Impervious Coverage Map 10/9/2018 4 PD Zoning -Scottsbriar Neighborhood (PD-342) ScottbriarBuilding Coverage 10/9/2018 5 Scottsbriar Impervious Coverage R-3 –Close to 35% Coverage 10/9/2018 6 R-3 –Lot Already Exceeds 35% Ordinance Provisions 10/9/2018 7 Proposed Ordinance Amendments 1.Definition of "Impervious Surface" added. Constructed surface Prevents water from infiltrating or water cannot directly penetrate into the soil Generally brick, stone, concrete, asphalt, gravel Proposed Ordinance Amendments A deck? Deck pervious, unless: Surface under deck is impervious. Deck contains drainage system. 1. Definition of "Impervious Surface" cont’d. Building roofs, walkways, patios, driveways, parking lots, gravel, concrete or asphalt paving, sports courts, swimming pools. 10/9/2018 8 Proposed Ordinance Amendments 2.Other Definitions updated: Building Coverage Lot Coverage Paved Surface Proposed Ordinance Amendments 3. Appendix A of the Zoning Code: Revised to direct readers to the new impervious coverage section of the code. Setback Requirements Symbol Use District Lot Area Lot Width (in feet) Front Yard Setback (in feet) Side Yard Setback Interior Lot (in feet) Side Yard Setback Corner Lot (in feet) Rear Yard Setbac k (in feet) Max. Height (in feet) Maximum Impervious Surface Coverage (percent of lot area) A*Agri- culture 5 acres 150 30 20 30 50 — 35% See § 155.350 R-1* One- family residential 40,000 sq. ft.150 30 20 30 30 35 35% See § 155.350 R-2* One- family residential 18,000 sq. ft.100 30 10 30 30 35 35% See § 155.350 R-3* One- family residential Interior lot 11,000 sq. ft 80 30 Dwelling Unit 10 Garage 5 —303535% See § 155.350 10/9/2018 9 Proposed Ordinance Amendments 4. One‐ and two‐family lots zoned “PD” are regulated by impervious coverage rather than building coverage. Proposed Ordinance Amendments 5. Graduated impervious coverage requirement established so that smaller lots are entitled to higher coverage ratio. Lot Size Max. Impervious Coverage Allowed 9,000 sq. ft. or greater 35% 8,999 sq. ft. – 7,500 sq. ft. 40% 7,499 sq. ft. – 6,000 sq. ft. 45% Less than 6,000 sq. ft. 50% 10/9/2018 10 Proposed Ordinance Amendments 6. Property owners may exceed the maximum allowed impervious coverage by up to 5%, but only if storm water management steps taken, which must be approved by the City. Credit: Jeannine Churchill Proposed Ordinance Amendments 7. Homeowners who exceed the impervious surface coverage requirement may maintain, but not expand, their existing coverage without a variance. Improvements may be made by removing some of the existing impervious coverage. Expansion requires variance. 10/9/2018 11 Proposed Ordinance Amendments 8.Residential and commercial/ industrial/ institutional properties may construct driveways and parking lots of pervious material if approved by the City. Proposed Ordinance Amendments 9. The (SH) Shoreland Overlay zoning district is amended to reduce allowable impervious surface area on a lot from 30% to 25% to comply with State Statutes. 10/9/2018 12 Planning Commission Review 1.Definition of “Impervious Surface” a.IMPERVIOUS SURFACE.Aconstructed surface, generally made of brick, stone, concrete, asphalt, gravel or similar impermeable material, that either prevents water from naturally infiltrating directly or slows the natural infiltration of water into the soil or that water cannot easily penetrate for direct natural infiltration into the soil. Impervious surfaces include, but are not limited to: building roofs, walkways, patios, driveways, parking lots, concrete or asphalt paving, sport courts, tennis courts and swimming pools. Decks shall not be considered an impervious surface if (1) the surface under the deck is pervious; or (2) the surface water runoff from the deck surface is not controlled by a drainage system, such as gutters, diversion plates. Planning Commission Review Lot Size 1 Maximum Impervious Coverage Allowed 9,000 sq. ft. or greater 35% 8,999 sq. ft. – 7,500 sq. ft.40% 7,499 sq. ft. - 6,000 sq. ft.45% Less than 6,000 sq. ft.50% NOTES TO TABLE: 1. Actual lot area shall be rounded up to the nearest whole number for determination of its lot size hereunder. 2. Impervious Area Coverage Requirements 10/9/2018 13 Planning Commission Review 3. Which PDs already regulate impervious coverage? Planning Commission Action 1.At its meeting of September 19, 2018, the Apple Valley Planning Commission voted unanimously to recommend approval of the draft ordinance amending impervious surface and building coverage for one‐ and two‐family parcels. 10/9/2018 14 Recommended Action Accept for First Reading the Draft Ordinance Amending Chapter 155 of the City Code Related to Impervious and Building Coverage on One‐ and Two‐Family Lots and within Shoreland Overlay District (recommend waive second reading unless outstanding questions). Questions? I T E M: 7. C O UNC I L ME E T I NG D AT E:October 11, 2018 S E C T I O N:Calendar of Upcoming Events Description: A pprove Calendar of Upcoming E vents S taff Contact: S tephanie Marschall, Deputy City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the C ity Council. S UM M ARY: Day/Date Time L ocation E v ent Tue./Oct. 9 6:00-9:00 p.m.Fire Station No. 1 Fire Prevention Week Open House Wed./Oct. 10 6:00-9:00 p.m.Fire Station No. 2 Fire Prevention Week Open House T hur./Oct. 11 5:30 p.m.Municipal C enter Informal C ity Council Meeting T hur./Oct. 11 6:00-9:00 p.m.Fire Station No. 3 Fire Prevention Week Open House T hur./Oct. 11 7:00 p.m.Municipal C enter Regular City C ouncil Meeting * Tue./Oct. 16 2:00 p.m.Municipal C enter C emetery Advisory C ommittee Meeting Wed./Oct. 17 7:00 p.m.Municipal C enter Planning Commission Meeting Tue./Oct. 23 6:00 p.m.Municipal C enter Urban Affairs Advisory C ommittee Meeting Wed./Oct. 24 9:00 a.m.Municipal C enter Firefighters Relief Association Meeting T hur./Oct. 25 8:00-10:00 a.m.Dakota County Technical College Minnesota 2nd C ongressional District Candidate Forum T hur./Oct. 25 5:00-7:00 p.m.Old National Bank C hamber Business After Hours T hur./Oct. 25 7:00 p.m.Municipal C enter Regular City C ouncil Meeting * T hur./Nov. 1 5:00-7:00 p.m.GrandStay Hotel C ounty-Wide Chamber Business Expo T hur./Nov. 1 6:00 p.m.Municipal C enter Informal Parks & Recreation Advisory Committee Meeting T hur./Nov. 1 7:00 p.m.Municipal C enter Regular Parks & Recreation Advisory Committee Meeting Tues./Nov. 6 General Election Tues./Nov. 6 7:30-9:00 a.m.MidCountry Bank C hamber C offee Connection Nov. 7-10 Los Angeles, C A National League of C ities C ity Summit Wed./Nov. 7 7:00 p.m.Municipal C enter Planning Commission Meeting B AC K G RO UND: Each event is hereby deemed a Special Meeting of the C ity Council, the purpose being informational or social gathering. Only events marked with an asterisk (*) will any action of the Council take place. B UD G E T I M PAC T: N/A