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2021.05.18 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: May 14, 2021 City Council Meeting Schedule Tuesday, May 18, 2021 Time Meeting Location 6:15 p.m. City Council work session to discuss: 1. Potential development by Sand Companies at 5240 West Broadway. 2. Blue Line Extension update. 3. City manager monthly check-in. 4. New business. 5. Announcements. Council Chambers/Zoom 7:00 p.m. City Council meeting Council Chambers/Zoom Immediately following the City Council meeting Economic Development Authority (EDA) meeting Council Chambers/Zoom Immediately following the EDA meeting Continuation of City Council work session, if necessary Council Chambers/Zoom Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. In accordance with a statement issued by Mayor Jim Adams pursuant to Minnesota Statutes, section 13D.021, due to the pandemic this meeting will be conducted as an electronic meeting. The public may monitor and participate in the meeting by connecting to it through one of the methods identified below. A limited number of the public may attend the meeting in-person in the Council Chambers, provided social distancing and face covering requirements are followed. City council members and staff are not required to attend the meeting in-person, but some may participate in-person. All votes will be taken by roll-call vote. Topic: Crystal Work Session, Council Meeting, EDA Meeting and Work Session (if necessary) Time: May 18, 2021 06:15 PM Central Time (US and Canada) Join Zoom Meeting https://us02web.zoom.us/j/84192073545?pwd=WVFXcjZZaEd6N0ZIYlVxckZ0WW9hQT09 Meeting ID: 841 9207 3545 Passcode: 414141 One tap mobile +13017158592,,84192073545#,,,,*414141# US (Washington DC) +13126266799,,84192073545#,,,,*414141# US (Chicago) Dial by your location +1 301 715 8592 US (Washington DC) +1 312 626 6799 US (Chicago) +1 929 205 6099 US (New York) +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) +1 669 900 6833 US (San Jose) 888 475 4499 US Toll-free 877 853 5257 US Toll-free Find your local number: https://us02web.zoom.us/u/ksoLpzPEB 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: May 14, 2021 City Council Work Session Agenda Tuesday, May 18, 2021 at 6:15 p.m. Council Chambers/Zoom Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held on Tuesday, May 18, 2021 at _____ p.m. electronically via Zoom and in the Council Chambers at City Hall, 4141 Douglas Drive North, Crystal, Minnesota. If the agenda items are not completed in time for the regular City Council meeting at 7 p.m., the meeting will be continued and resumed immediately following the Economic Development Authority meeting which follows the City Council regular meeting. I. Attendance Council members Staff ____ Budziszewski ____ Norris ____ Cummings ____ Therres ____ Kiser ____ Gilchrist ____ LaRoche ____ Elholm ____ Parsons ____ Larson ____ Adams ____ Ray ____ Banks ____ Revering ____ Sutter ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Potential development by Sand Companies at 5240 West Broadway. 2. Blue Line Extension update. * 3. City manager monthly check-in. 4. New business. * 5. Announcements. * III. Adjournment The work session adjourned at ______ p.m. * Denotes no supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.   ___________________________________________________________________________________    FROM: John Sutter, Community Development Director DATE: May 13, 2021 TO: Anne Norris, City Manager (for May 18 City Council work session) SUBJECT: Potential Development at 5240 West Broadway (information item) PROPERTY INFORMATION  Former Dumark’s Auto site (buildings were demolished by owner in 2007)  Comprised of four parcels totaling 1.75 acres  Located in the Town Center redevelopment area POTENTIAL DEVELOPMENT  A Twin Cities-based multifamily residential developer, Sand Companies, is planning to purchase the site and develop a four story, 58-unit apartment building  This would require rezoning from Industrial to TC-PD along with site & building plan review  Units would have 1-4 bedrooms (approx. 70% of the units would have 2-3 bedrooms)  Preliminary affordability information: 46 units affordable at 60% AMI ($62,950 for a family of four) and 12 units affordable at 30% AMI ($31,450 for a family of four)  Sand Companies will be applying to the Minnesota Housing Finance Agency (MHFA) for Low Income Housing Tax Credits and they may ask the city to be a conduit for financial assistance from other agencies (Hennepin County, Metropolitan Council, etc.)  At this time it is unknown whether they will seek financial assistance from the city or EDA PURPOSE OF MAY 18 WORK SESSION Sand Companies will be present (either remotely or in-person) to hear comments and answer questions from the City Council. This feedback will help guide the developer and city staff as we work together to sort out details over the next several months before the developer makes their formal submittal to the city. ANTICIPATED NEXT STEPS  May 21, 2021 - informational mailing to property owners within 1,000 foot radius  July 2021 - Low Income Housing Tax Credits application due to MHFA  November 2021 - Low Income Housing Tax Credits award announcement  Winter 2021-2022 - Developer submits rezoning application, including detailed site and building plans for Planning Commission public hearing and City Council consideration (Note: Developer may decide to do this in fall 2021 before tax credits are awarded)  2022 - Construction COUNCIL STAFF REPORT Proposed Apartment Building at 5240 West Broadway (Sand Companies) 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov CITY MANAGER WORK PLAN MONTHLY CHECK IN – MAY 2021 Objective 1 – Policy Facilitation – strategic planning for continued implementation of Council priorities: o Thriving Business Climate ▪ Open To Business assistance available ▪ Information on various business assistance programs provided to CBA and other Crystal businesses ▪ Crystal now participating in MCES SAC deferral program o Applying for Hennepin County façade improvement grant Create Strong Neighborhoods ▪ Code enforcement – on-going ▪ Implementation of Master Parks System Plan improvements – new play areas in progress for Yunkers and Valley Place; Becker Park celebration May 22 ▪ Home improvement loans/rebates available through CEE- on- going o Fiscally sound and stable policies and practices ▪ Long term financial planning on-going o Build inclusive community so all feel welcome ▪ Just Deeds initiative being used to remove discriminatory covenants from property titles Objective 2 - Continue to invest in long term plan/saving for capital projects o Monitoring fiscal impact of pandemic on budget and planning for use of CARES and ARP funds o Police station project – bids awarded 5/4/21 Objective 3 - Coordinate community conversations regarding equity and inclusion o Summary IDI presentation at 5/4 o Moving forward with first community conversation 6/23/21 Objective 4 - Evaluate operational expectations in light of lessons learned from pandemic adjustments o Staff adapting to hybrid – in office and remote work where appropriate o Elected officials and public adjusted to virtual meetings and various options for public comment and participation Page 1 of 3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: May 14, 2021 City Council Meeting Agenda Tuesday, May 18, 2021 7 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call and Pledge of Allegiance 2. Approval of Agenda The Council will consider approval of the agenda. 3. Proclamation 3.1 The Mayor will proclaim May 16 – 22 as Public Works Week. 4. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a. The City Council meeting on May 4, 2021. b. The City Council work sessions on May 4, 2021. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Approval of a resolution accepting a donation of $500 from an anonymous donor for the Police Department statue. 5. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas). 6. Regular Agenda 6.1 The Council will consider approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. Page 2 of 3 6.2 The Council will consider civil penalties for violation of liquor license regulations by Cousins, LLC d/b/a Adair Liquor located at 6001 42nd Ave. N. In December 2019 Adair Liquor failed a compliance check when alcohol was sold to a minor. Due to the pandemic, the case didn’t go to court until recently. After the City Council hears from the representatives of Adair Liquor and they admit the violation occurred, recommend approval of civil penalties as outlined in Council Resolution #2018-160 for a first violation (up to $750 fine and 1-day license suspension, date to be determined by the City Clerk). 6.3 The Council will consider a resolution approving a conditional use permit and site plan for Adath Cemetery pavilion at 3700 Winnetka Ave. N. The cemetery at 3700 Winnetka Ave. N. is seeking a conditional use permit to construct a pavilion. The Planning Commission held a public hearing on the application at its May 10 meeting and unanimously recommended approval. 6.4 The Council will consider the first reading of an ordinance amending Chapter 5 of the City Code (Unified Development Code). At its May 4 work session, the Council reviewed several amendments to Chapter 5 (Unified Development Code) of the City Code. At its May 10 meeting, the Planning Commission held a public hearing on the proposed amendments and received no comments. The Planning Commission unanimously recommended approval of the ordinance making these changes. 6.5 The Council will consider authorizing execution of an agreement for a Police Department statue. The Council may recall Chief Revering mentioning at a recent meeting that she is working with a sculptor on a police statue for the entrance of the new police station and will be approaching local civic organizations to raise funds for the statue. It is staff’s intention to cover the costs associated with this statue through outside funds, separate from the project budget. Recommend authorizing execution of the agreement with the sculptor for this statue. 6.6 The Council will consider the first reading of an ordinance amending Chapter 9 of the City Code regarding targeting residential picketing. At its May 4 work session, the Council discussed amending the City Code to address targeted residential picketing. Recommend approval of the first reading of the ordinance amending Chapter 9 of the City Code to address targeted residential picketing. 6.7 The Council will consider resolutions approving the plans and specifications and ordering the advertisement for bids for the 2021 storm water pipe rehabilitation project. At a recent work session, the Council discussed this year’s storm water pipe rehabilitation project. Recommend approval of the resolutions approving the plans and specifications and authorizing advertising for bids for this project. Page 3 of 3 6.8 The Council will consider a resolution ending the local emergency declaration related to the pandemic. In April, the Council discussed ending the local emergency declaration related to the pandemic. Even if the Council ends the local emergency declaration the city will continue to follow the Governor’s orders relative to the pandemic. 7. Announcements a. The Becker Park Reopening celebration is Saturday, May 22 from 10 a.m. to 1 p.m. b. The Crystal Fund for Community Progress plant sale is Saturday, May 22 from 9 a.m. to 1 p.m. at Becker Park. c. The next City Council meeting is Tuesday, June 1, at 7 p.m. in the Council Chambers at City Hall and via Zoom. d. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 8. Adjournment Have a great weekend. See you at Tuesday’s meeting. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • www.crystalmn.gov CITY OF CRYSTAL PROCLAMATION PUBLIC WORKS WEEK May 16 through May 22, 2021 WHEREAS, Public infrastructure in the City of Crystal is an integral part of our citizens’ everyday lives; and WHEREAS, the health, safety, and comfort of City of Crystal residents, visitors and businesses is greatly dependent on public infrastructure and services; and WHEREAS, encouraging, understanding, and informed citizenry is vital to the support of Public infrastructure including transportation, parks, buildings, forestry, drinking water, sanitary sewers, and surface water; and WHEREAS, support from the community is essential for the public works department to obtain the resources and support that is essential to carrying out the mission; and WHEREAS, crystal’s public works department is committed to the mission of design, construction, operation, and maintenance of the city’s public infrastructure. NOW, THEREFORE, I JIM ADAMS, MAYOR OF THE CITY OF CRYSTAL do hereby proclaim the week of May 16 through May 22, 2021 as Public Works Week and recognize the everyday commitment made by the public works department to the city’s health, safety, comfort, and overall quality of life. CRYSTAL CITY COUNCIL Dated this 18th day of May, 2021. By:_____________________________ Jim Adams, Mayor 3.1 Crystal City Council meeting minutes May 4, 2021 Page 1 of 4 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on May 4, 2021 at 7:01 p.m. electronically via Zoom and in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota. Mayor Adams called the meeting to order. Roll Call Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present in the Council Chambers at City Hall: Banks, Cummings, Kiser, LaRoche and Adams. Council members present via Zoom: Budziszewski and Parsons. City staff present in the Council Chambers at City Hall: City Manager A. Norris, City Attorney T. Gilchrist, Public Works Director M. Ray, Police Chief S. Revering, Community Development Director J. Sutter, City Planner D. Olson and City Clerk C. Serres. City staff present via Zoom: Assistant City Manager/HR Manager K. Therres. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member Banks and seconded by Council Member LaRoche to approve the agenda. By roll call and voting aye: Cummings, Kiser, LaRoche, Parsons, Adams, Banks and Budziszewski. Motion carried. 3.Announcements and Proclamation 3.1 Police Chief Stephanie Revering made announcements regarding 2021 Police Week and the Mayor proclaimed May 9 – 15 as Police Week. 3.2 The Mayor recognized the 2019 Government Finance Officers Certificate of Excellence in Financial Reporting Award. 4.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a.The City Council meeting on April 20, 2021. b.The City Council work sessions on April 20, 2021. 4.1(a) Crystal City Council meeting minutes May 4, 2021 Page 2 of 4 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Approval of Resolution No. 2021-40, accepting donations of $430 from donation boxes for Crystal K-9 fund. Moved by Council Member Kiser and seconded by Council Member LaRoche to approve the consent agenda. By roll call and voting aye: Kiser, LaRoche, Parsons, Adams, Banks, Budziszewski and Cummings. Motion carried. 5. Open Forum No public comment was given during open forum. 6. Public Hearing 6.1 Mayor Adams announced the purpose of the public hearing: To receive comment, and Council consideration of an on-sale liquor license expansion for Robeck Industries, Inc. d/b/a Steve O’s located at 4900 West Broadway. City Clerk Chrissy Serres addressed the Council. Steve O’s representatives Greg Beckey and Allyson Johnson also addressed the Council. The following person addressed the Council in favor of the expansion: • Ann Berger, 4825 Vera Cruz Ave. N. Moved by Council Member LaRoche and seconded by Council Member Cummings to approve the on-sale liquor license expansion for Robeck Industries, Inc. d/b/a Steve O’s located at 4900 West Broadway. By roll call and voting aye: LaRoche, Parsons, Adams, Banks, Budziszewski, Cummings and Kiser. Motion carried. 7. Regular Agenda 7.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the city council, a list that is on file in the office of the finance department. Moved by Council Member Kiser and seconded by Council Member Banks to approve the list of disbursements over $25,000. By roll call and voting aye: Parsons, Adams, Banks, Budziszewski, Cummings, Kiser and LaRoche. Motion carried. 4.1(a) Crystal City Council meeting minutes May 4, 2021 Page 3 of 4 7.2 The Council considered approval of a resolution awarding contracts for the police station project. City Manager Anne Norris addressed the Council. Jason Rentmeester from Kraus-Anderson and Melissa Stein from Wold Architects and Engineers also addressed the Council. Moved by Council Member Banks and seconded by Council Member LaRoche to adopt the following resolution: RESOLUTION NO. 2021-41 CITY OF CRYSTAL AWARD CONTRACTS FOR CONSTRUCTION OF NEW POLICE STATION PROJECT By roll call and voting aye: Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 7.3 The Council considered resolutions authorizing contracts for the sanitary sewer lining project through Hagemeister Park. Public Works Director Mark Ray addressed the Council. Moved by Council Member Banks and seconded by Council Member Cummings to adopt the following resolution: RESOLUTION NO. 2021–42 AUTHORIZING THE CONTRACT FOR SANITARY SEWER LINING By roll call and voting aye: Banks, Budziszewski, Cummings, Kiser, LaRoche, Parsons and Adams. Motion carried, resolution declared adopted. Moved by Council Member Banks and seconded by Council Member Cummings to adopt the following resolution: RESOLUTION NO. 2021–43 AUTHORIZING THE CONTRACT FOR SANITARY SEWER MANHOLE LINING By roll call and voting aye: Budziszewski, Cummings, Kiser, LaRoche, Parsons, Adams and Banks. Motion carried, resolution declared adopted. 8. Announcements The Council made announcements about upcoming events. 4.1(a) Crystal City Council meeting minutes May 4, 2021 Page 4 of 4 9. Adjournment Moved by Council Member LaRoche and seconded by Council Member Budziszewski to adjourn the meeting. By roll call and voting aye: Cummings, Kiser, LaRoche, Parsons, Adams, Banks and Budziszewski. Motion carried. The meeting adjourned at 7:40 p.m. _____________________________________ Jim Adams, Mayor ATTEST: __________________________________ Chrissy Serres, City Clerk 4.1(a) Crystal City Council first work session minutes May 4, 2021 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the first work session of the Crystal City Council was held at 6:32 p.m. on May 4, 2021 electronically via Zoom and in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present in the Council Chambers at City Hall: Banks, Cummings, Kiser, LaRoche and Adams. Council members present via Zoom: Budziszewski and Parsons. City staff present in the Council Chambers at City Hall: City Manager A. Norris, City Attorney T. Gilchrist, Public Works Director M. Ray, Police Chief S. Revering, Community Development Director J. Sutter and City Clerk C. Serres. City staff present via Zoom: Assistant City Manager/HR Manager K. Therres and Recreation Director J. Elholm. Also present in the Council Chambers at City Hall: Dr. Ramón Pastrano from ImpactLives, Inc. II.Agenda The Council and staff discussed the following agenda item: 1.Group IDI summary regarding cultural competency. III.Adjournment The work session adjourned at 7:01 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(b) Crystal City Council second work session minutes May 4, 2021 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the second work session of the Crystal City Council was held at 8:33 p.m. on May 4, 2021 electronically via Zoom and in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present in the Council Chambers at City Hall: Banks, Cummings, Kiser, LaRoche and Adams. Council members present via Zoom: Budziszewski and Parsons. City staff present in the Council Chambers at City Hall: City Manager A. Norris, City Attorney T. Gilchrist, Public Works Director M. Ray, Police Chief S. Revering, Community Development Director J. Sutter, City Planner D. Olson and City Clerk C. Serres. City staff present via Zoom: Assistant City Manager/HR Manager K. Therres. II.Agenda The Council and staff discussed the following agenda items: 1.Miscellaneous amendments to the Unified Development Code (Chapter 5 of the City Code). 2.Draft ordinance regarding targeted protesting. 3.Crisis management and preparedness. 4.New business. 5.Announcements. III.Adjournment The work session adjourned at 9:16 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(b) Page 1 of 1 City of Crystal Council Meeting May 18, 2021 Applications for City License Rental – New 2717 Hampshire Ave N – Blake Flettre (Conditional) Rental – Renewal 5415 Angeline Ave N – Anna Novak (Conditional) 3143 Aquila Ave N – Lowell Pitkin 4550 Colorado Ave N – Nicholas Pettigrew (Conditional) 3917 Hampshire Ave N – Jonathan Berndt (Conditional) 4818 Hampshire Ave N – Fruen & Pfeiffer LLP 3116 Idaho Ave N – Karen Boehne 4016 Idaho Ave N – Christopher Long 4821 Idaho Ave N – Shannan Paul (Conditional) 3896 Idaho Cir N – Rosemari Klein 2910 Louisiana Ave N – MNSF (Conditional) 5610 Perry Ave N – Thanasak Sueblinvong 5621 Perry Ave N – Lance Nordin 5525-5527 Quail Ave N – Lloyd H Olson Etal (Conditional) 5765 West Broadway – MNSF (Conditional) 5810 West Broadway – MNSF (Conditional) 4730 Xenia Ave N – Ryan McArton 6812 44th Ave N – J & J Rental Properties LLC (Conditional) 6600 46th Pl N – Fruen & Pfeiffer LLP 5416 51st Ave N – Monica Sharma Hanssen 7123 54th Ave N – Alan Trout (Conditional) Tree Trimmer Arbortech, Inc., 6332 Rhode Island Ave N Brooklyn Park, MN 55428 4.2 CITY OF CRYSTAL RESOLUTION NO. 2021 - RESOLUTION ACCEPTING A DONATION FROM AN ANONYMOUS DONOR WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the following donation: Donor Purpose Amount Anonymous Crystal Police Department Statue $500 And BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the anonymous donor for their generous donation. Dated: May 18, 2021 By: __________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk 4.3 DATE:May 11, 2021 TO:Anne Norris, City Manager City of Crystal City Council FROM:Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount Central Roofing Company Roof replacement at south fire station $95,900.00 Dave Perkins Contracting, Inc.Valve repairs and replacements $28,200.00 LOGIS Monthly application support & hosting, Microsoft SA renewal $53,049.48 Nitti Sanitation, Inc.Annual curbside waste pickup for HRG cities $578,525.10 Northdale Construction Company Final payment for 2020 Utility Reconstruction project $98,530.48 West Metro Fire Rescue District May contribution to West Metro Fire $110,140.56 MN PERA Employee & city required contributions for 04/30/21 pay date $62,912.36 HealthPartners, Inc.May health insurance premiums $123,927.50 $1,151,185.48 Description 6.1 __________________________________________________________________________ FROM: Chrissy Serres, City Clerk __________________________________________________________________________ DATE: May 12, 2021 TO: Mayor and City Council City Manager Anne Norris CC: Police Chief Stephanie Revering City Attorney Troy Gilchrist RE: Consideration of civil penalties for violation of liquor license regulations by Cousins, LLC d/b/a Adair Liquor at 6001 42nd Ave. N. Background On December 16, 2019 alcohol compliance checks were conducted by Crystal Police Department at licensed liquor establishments in Crystal. As a result, Adair Liquor did not pass this compliance check. An employee of the business has pleaded guilty in court to the sale of alcohol to a minor, which is a violation of state law and Crystal City Code § 1200.35. The attached notice was mailed to the liquor licensee on May 6, 2021. This is considered a first violation for this licensee. Requested Council action Consistent with City Code and corresponding resolution, staff recommends Adair Liquor receive a one-day license suspension and civil fine of $750 with the city clerk determining the date of the license suspension and payment date of the fine. COUNCIL STAFF REPORT Regular Agenda: May 18, 2021 Council Meeting Consideration of civil penalties for Cousins, LLC d/b/a Adair Liquor for violation of liquor license regulations 6.2 6.2 6.2 6.2 3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 1 OF 5 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for May 18 Meeting) DATE: May 13, 2021 RE: Consider adoption of a resolution approving a conditional use permit to allow Adath Jeshurun Congregation to construct a pavilion at Adath Chesed Shel Emes Cemetery at 3700 Winnetka Avenue North A.INTRODUCTION Jonathan Shaver, on behalf of Adath Jeshurun Congregation, is proposing to construct a pavilion at Adath Chesed Shel Emes Cemetery at 3700 Winnetka Avenue North. The property is zoned Low Density Residential (R-1) and cemeteries are a conditional use within that zoning district. Notice of the May 10 public hearing was published in the Sun Post on April 29 and mailed to property owners within 500 feet (see attachment A), and posted to the Winnetka Hills, Brownwood and Valley Place neighborhoods on Nextdoor. A sign was also posted on the property and a hearing notice was sent to the City of New Hope since the property is adjacent to the New Hope/Crystal boundary line. At the May 10 Planning Commission public hearing, the Commission unanimously recommended approval of the CUP application. No one from the public provided comments on the CUP. Attachments: A.Site location map showing public hearing notification area B.Existing zoning map C.Project narrative submitted by applicant D.Site plan (14 sheets) E.Resolution COUNCIL STAFF REPORT Cemetery Pavilion 6.3 3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 2 OF 5 Location Map and 2020 Aerial Photo: 6.3 3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 3 OF 5 B. BACKGROUND Existing use According to the applicant, the 19.2 acre property was established as a cemetery in 1924. A CUP has not been previously approved for this use, making the cemetery a “legal nonconforming use” under the UDC. To make the cemetery a conforming use staff recommends the approval include the entire cemetery and the pavilion building. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North – Beth El Memorial Park (cemetery), zoned R-1 • East – Property in New Hope zoned Industrial • West – Commercial properties in New Hope (zoned Residential Business) and single-family homes (zoned R-1) • South – Apartment building (zoned R-3), contractor showroom (zoned Commercial) Proposed use The applicant is proposing to construct an approximately 1,400 square foot pavilion for memorial services and two other congregational events that take place on Memorial Day and in the Fall. The 13’ tall pavilion will be accessed off the main cemetery road by a gravel road. The cemetery property consists of three platted lots. As a condition of CUP approval, the applicant will submit a lot consolidation application that will replat these lots into one parcel. According to the Unified Development Code (UDC), a lot consolidation application is approved by the City Council without the need for a public hearing. The following are notable site plan elements for this building. ➢ Building setbacks and height. The proposed building easily meets the required setbacks in the R-1 district. The building will be approximately 13’ tall, which meets the maximum height of 32’. ➢ Parking. There is no parking requirement in the UDC for cemeteries. Parking occurs alongside the existing gravel drives within the cemetery. The applicant is adding two handicapped parking spaces near the pavilion. ➢ Stormwater management and erosion control measures . The city does not require a stormwater management plan because less than one acre is being disturbed. During building construction, the city will require erosion control techniques to be used on-site including silt fences, rock construction entrances, and wattle logs. ➢ Utilities. The building will not have restroom or kitchen facilities so it will not connect to existing utilities. A portable toilet is located elsewhere on the property. ➢ Access and circulation. The city’s Public Works Director and the West Metro Fire Rescue District staff have reviewed this site plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. 6.3 3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 4 OF 5 ➢ Building elevations. The proposed major exterior building material are wooden panels with stone accents. These materials meet the city’s requirements. An architectural rendering of the proposed building is attachment D. ➢ Landscaping. There are plenty of trees on the cemetery property. The applicant is providing landscaping between the pavilion and the gravel road. ➢ Screening. There is a large stand of trees and other vegeta tion between the proposed pavilion building and the single-family homes across Winnetka Avenue. ➢ Exterior lighting. The only proposed lighting for the building will be two ground- mounted fixtures to illuminate the building’s east side. This lighting meets the city’s requirements. ➢ Pedestrian connections. There is an existing sidewalk along Winnetka Avenue that provides pedestrian connections to the cemetery. C. CONDITIONAL USE PERMIT CUP criteria The following are the relevant criteria in city code section 510.19 for approval of CUPs. The applicant has also provided their own response to th ese criteria in attachment C. (a) The proposed use has been approved as a conditional use in the zoning district for which it is proposed. Findings: Cemeteries are a conditional use in the Low Density Residential (R-1) zoning district. (b) The conditional use will be in accordance with the general objectives, or with any specific objective, of the city’s comprehensive plan and this UDC . Findings: On the 2040 Planned Land Use map the property is guided as Institutional. The cemetery conforms to that designation. (c) The conditional use will be designed, constructed, operated, and maintained so as to be harmonious and appropriate in appearance with the existing or i ntended character of the general vicinity and that such use will not change the essential character of the same area. Findings: The property has been a cemetery for many years and the addition of a pavilion will not change the character of the area. The proposed pavilion would be located approximately 600’ from the property line of the nearest residential property. (d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently addressed to mitigate negative impacts on nearby uses. Findings: The proposed pavilion will not generate unusual noise impacts beyond those normally associated with a cemetery. 6.3 3700 WINNETKA AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 5 OF 5 (e) Parking is adequately provided for the proposed conditional use. Findings: As described in section B, above, parking is adequately provided for the cemetery use. (f) In the approval of a conditional use permit, the City Council may impose such conditions as it determines is necessary to make the use compatible with other uses allowed in the same district zone or vicinity. Findings: The proposed conditions of approval for the CUP are found in section D of this staff report. D. REQUESTED ACTION At the May 10, 2021 Planning Commission meeting, the Commission recommended by a vote of 7-0 (two members were absent) that the City Council approve the conditional use permit for the Adath Chesed Shel Emes Cemetery at 3700 Winnetka Avenue North, including the proposed pavilion building, at 3700 Winnetka Avenue North. If the CUP is approved, the applicant anticipates starting constr uction of the pavilion this summer. City Council motion is requested to approve the proposed resolution (attachment E). 6.3 Site Location and Public Hearing Notice Mailing Map 3700 Winnetka Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 6.3 Zoning Map 3700 Winnetka Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 6.3 Attachment C 6.3 6.3 OWNER: Adath Jeshurun CongregationCONTACT: Jonathan ShaverSTRUCTURAL: Hammel, Green & AbrahamsonCONTACT: Lauren PiephoCIVIL: Hammel, Green & AbrahamsonCONTACT: Erik HansenELECTRICAL: Hammel, Green & AbrahamsonCONTACT: Mike O'ConnellLANDSCAPE: Hammel, Green & AbrahamsonCONTACT: Ted LeeARCHITECT: Hammel, Green & AbrahamsonCONTACT: Sam EdelsteinPHONE: (952) 956-4216EMAIL: Shaverjms@gmail.comPROJECT FLOOR AREA:1385 SFHEIGHT OF NEW BUILDING: 13'-4"PROJECT ADDRESS: Adath Chesed Shel Emes Cemetery3700 Winnetka Ave NorthCrystal, MN 55427PROJECT INFORMATIONPROJECT DESCRIPTION: The construction of an outdoor pavilion that shall serve as the gathering place for memorial services and other congregational eventsPROJECT NAME: ADATH CHESED SHEL EMES CEMETERY PAVILIONCONTACT INFORMATIONPHONE: (612) 758-4321EMAIL: SEdelstein@HGA.comPHONE: (612) 758-4275EMAIL: EHansen@HGA.comPHONE: (612) 758-4346EMAIL: MOConnell@HGA.comPHONE: (612) 758-4306EMAIL: TLee@HGA.comPHONE: (612) 758-4293EMAIL: LPiepho@HGA.comCCOPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.HGA COMMISSION NUMBER:420 NORTH 5TH STREET, SUITE 100MINNEAPOLIS, MINNESOTA 55401TELEPHONE: 612.758.4000LOCATION MAPNOTE: RENDERING NOT FOR CONSTRUCTION USE4/13/2021 12:09:12 PMADATH CHESED SHELEMES CEMETERYPAVILIONG0004653-001-013700 Winnetka Ave NCrystal, MN 55427DATE: APRIL 13, 2021800 Washington Ave N, Suite 600Minneapolis, MN 55401DRAWING INDEXREV#NUMBERSHEET NAME1-GENERAL G000 COVERSHEET2-CIVILC001 CIVIL NOTES AND LEGENDC300 SITE LAYOUT AND SURFACING PLANC400 SITE GRADING UTILITY AND EROSION CONTROL PLANC900 SITE DETAILSC901 EROSION CONTROL DETAILS3-LANDSCAPEL100SITE PLANL101ENLARGED SITE PLAN4-ARCHITECTURALA010 GENERAL NOTES AND SYMBOLSA201 FLOOR PLAN, ROOF PLAN & REFLECTED CEILING PLANA400 OVERALL EXTERIOR ELEVATIONS & BUILDING SECTIONSA420 WALL SECTIONS & DETAILS5-STRUCTURALS001 GENERAL STRUCTURAL NOTES AND ABBREVIATIONSS200 FOUNDATION AND FRAMING PLANSS300 PROJECT DETAILSS301 PROJECT DETAILS8-ELECTRICALE000 ELECTRICAL GENERAL NOTES AND SYMBOLSE030 ELECTRICAL SITE PLANE100 ELECTRICAL PLANE600 SPECIFICATIONSGrand total: 20$WWDFKPHQW'6.3 IJDOOR / EXITNEW CURB TAPERNEW SINGLE SIGNNEW DOUBLE SIGNNEW ISOLATION JOINTNEW CONTROL JOINTCONSTRUCTION LIMITSPLAN LEGEND(SEE SITE SURVEY FOR EXISTING FEATURES LEGEND)REMOVE TREE/SHRUBREMOVE CURBREMOVE UNDERGROUND UTILITYABANDON UTILITY IN-PLACEREMOVE PAVEMENT/WALKMILL PAVEMENTREMOVE BUILDINGSAWCUT LINETREE PROTECTIONUTILITY CONTACTS:WATERSEWERCENTERPOINT ENERGY 612-321-5363XCEL ENERGY 800-848-7558CENTURY LINK 877-366-8344EXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GASEXISTING TELEPHONE/FIBER OPTICNEW SANITARY SEWERNEW STORM SEWERNEW WATERMAINNEW SUB-DRAINSB-02EXISTING INDEX CONTOUREXISTING CONTOUREXISTING CONTOUR DISTURBEDPROPOSED CONTOURPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONDRAINAGE ARROWDRAINAGE DIVIDENEW MANHOLENEW DRAINAGE STRUCTURENEW HYDRANTNEW GATE VALVESOIL BORINGNEW LIGHT FIXTURESSILT FENCEINLET PROTECTIONEROSION FIBER LOGEROSION CONTROL BLANKETTURF REINFORCEMENT MATLAYOUT & SURFACING1. ALL DIMENSIONS TO CURBS AND CURB & GUTTER ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.BACK OF CURB IS TYPICALLY 8-INCHES BEHIND THE FACE OF CURB.2. GUIDELINES FOR CONSTRUCTION OF NEW CONCRETE SURFACING:a. MAXIMUM SPACING OF CONTROL JOINTS IN WALKS TO BE 8-FEET, BUT GENERALLY MATCH THE WALKWIDTH.b. MAXIMUM SPACING OF CONTROL JOINTS IN CONCRETE TRAFFIC SLABS TO BE 12-FEET.c. ALIGN JOINTS WITH WALK CORNERS, HORIZONTAL DEFLECTIONS, BUILDING CORNERS, ETC. AND USENOMINALLY EQUAL PANEL SIZES.d. SEE 1/C900 FOR JOINTING DETAILS.e. PROVIDE A MAXIMUM 2% CROSS SLOPE ON ALL SIDEWALKS UNLESS DESIGNATED OTHERWISE ON SITEPLANS.3. DRIVEWAY APRON, SIDEWALK AND CURB & GUTTER WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE CONSTRUCTED INACCORDANCE WITH THE APPLICABLE CITY OR STATE DOT STANDARDS.GRADING1. SEE SITE SURVEY SHEET(S) FOR BENCHMARKS.2. SEE SPECIFICATION SECTION 310000 EARTHWORK3. ALL EXPOSED SOIL AREAS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED NO MORE THAN 7 DAYSAFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS CEASED.4. SPOT ELEVATIONS ARE TYPICALLY GIVEN AT FINISHED SURFACE. AT TOP OF CURB, ELEVATIONS ARENOTED WITH A "TC".5. SEE GEOTECHNICAL EVALUATION REPORT PREPARED BY BRAUN INTERTEC, DATED OCTOBER 2, 2020 FORINFORMATION ON SOILS AND SUBGRADE PREPARATION.6. TESTING AGENCY MUST OBSERVE AND APPROVE ALL BUILDING AND PAVEMENT SUBGRADE SOILS.UTILITIES1. VERIFY BUILDING STORM, SANITARY, AND WATER SERVICE LOCATIONS AND ELEVATIONS WITH PLUMBINGCONTRACTOR PRIOR TO CONSTRUCTION OF SERVICE LINES.2. ALL UTILITY DEMOLITION OR ABANDONMENT MUST COMPLY WITH UTILITY OWNER'S REQUIREMENTS.3. PROVIDE MINIMUM 7.5' COVER ON ALL WATER MAINS. ALL WATER MAIN CONSTRUCTION MUST COMPLY WITHCITY REQUIREMENTS.4. ALL STORM SEWER CONSTRUCTION MUST COMPLY WITH CITY REQUIREMENTS.5. COORDINATE CONNECTIONS TO EXISTING UTILITY SYSTEMS WITH UTILITY OWNER.6. SEE SHEET C400 FOR NEW UTILITY STRUCTURE INFORMATION7. ADJUST ALL CASTINGS AND VALVE BOXES WITHIN PROJECT LIMITS TO FINAL ELEVATION 1/4" BELOWFINISHED SURFACE.8. ALL PIPE CONSTRUCTION IS SUBJECT TO VIDEO INSPECTION TO CONFIRM THAT THERE ARE NO SAGS IN THEPIPE PROFILE. PIPES MUST HAVE A CONTINUOUS STRAIGHT SLOPE BETWEEN MANHOLES. 9. PROVIDE AN AS-BUILT SURVEY OF THE DISTURBED AREA INCLUDING PIPE AND STRUCTURE INVERTELEVATIONS OF ALL NEW UTILITY CONSTRUCTION UPON PROJECT COMPLETION.936.00ABBREVIATIONSAD AREA DRAINADA AMERICAN DISABILITY ACTAGG AGGREGATEALTA AMERICAN LAND TITLE ASSOCIATIONARCH ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING & MATERIALSBIT BITUMINOUSBMP BEST MANAGEMENT PRACTICEBOT BOTTOMCB CATCH BASINCO CLEAN OUTCONC CONCRETECSP CORRUGATE STEEL PIPECY CUBIC YARDDIA DIAMETERDIP DUCTILE IRON PIPEDWGS DRAWINGSELEC ELECTRICALFES FLARED END SECTIONGV GATE VALVEHDPE HIGH DENSITY POLYETHYLENE PIPEHW HIGH WATERHYD HYDRANTINV INVERTLF LINEAR FOOTMAX MAXIMUMMECH MECHANICALMH MANHOLEMIN MINIMUMNTS NOT TO SCALEPE POLYETHYLENE PIPEPSI POUNDS/SQUARE INCHPVC POLY VINYL CHLORIDERRADIUSRCP REINFORCED CONCRETE PIPESAN SANITARYSEW SEWERSF SQUARE FOOTST STRUCTURESTM STORMSTRUCT STRUCTURALTA TESTING AGENCYT/W TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISEWAT WATERGENERAL CIVIL NOTES:PREPARATION & RESTORATION1. EXISTING SITE CONDITIONS DEPICTED ON THE DRAWINGS ARE BASED ON TOPOGRAPHIC & UTILITYSURVEY PROVIDED BY THE OWNER. THE CONTRACTOR MUST VISIT THE SITE TO VERIFY EXISTINGCONDITIONS.2. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS FROM CITY, STATE AND OTHERS REGULATORYAGENCIES.3. UTILIZE THE STATE ONE CALL SYSTEM @ 1-800-252-1166, 48 HOURS PRIOR TO PERFORMING ANYEXCAVATION. EXISTING UNDERGROUND UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS BASED ONINFORMATION PROVIDED BY UTILITY COMPANIES IN RESPONSE TO A LOCATE REQUEST MADE BY THESURVEYOR. ALL EXISTING UTILITIES MAY NOT BE SHOWN.4. PRIOR TO CONSTRUCTION, FIELD-VERIFY LOCATION AND ELEVATION OF UTILITIES THAT MAY BE IMPACTEDOR DAMAGED BY CONSTRUCTION. REPORT ANY CONFLICTS OR EXISTING DAMAGE TO THE OWNER AND A/EPRIOR TO ORDERING ANY MATERIALS FOR CONSTRUCTION.5. INSTALL ALL EROSION AND SEDIMENT CONTROL PRACTICES, PRIOR TO COMMENCEMENT OF LANDDISTURBING ACTIVITIES IN ACCORDANCE WITH APPLICABLE PERMIT(S).6. PROTECT EXISTING UTILITY PIPES AND APPURTENANCES FROM DAMAGE DUE TO CONSTRUCTIONACTIVITY. PROVIDE TEMPORARY SUPPORT AND BRACING OF UTILITIES IN ACCORDANCE WITH UTILITYOWNER'S REQUIREMENTS AS REQUIRED FOR CONSTRUCTION.7. COORDINATE DISRUPTION OF UTILITY SERVICES WITH OWNER. LIMIT SERVICE DISRUPTION TO TIMESAPPROVED BY OWNER.8. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MINNESOTA MANUAL OF UNIFORM TRAFFICCONTROL DEVICES, INCLUDING THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL,LATEST EDITION, AT ALL TIMES THAT CONSTRUCTION ACTIVITY DISRUPTS TRAFFIC ON PUBLIC ROADWAYS.9. COORDINATE DISRUPTION OF PEDESTRIAN AND VEHICULAR TRAFFIC WITH OWNER. OBTAIN ALL REQUIREDSTREET AND SIDEWALK CLOSURE PERMITS. CONTACT CITY OR ROAD AUTHORITY TO VERIFYREQUIREMENTS.10. CARE MUST BE TAKEN DURING CONSTRUCTION TO PROTECT SURVEY MONUMENTS AND PROPERTY IRONS.11. PROTECT ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL.12. SAWCUT PAVEMENT THAT REMAINS AT REMOVAL LIMITS.13. REMOVE & REPLACE ALL TRAFFIC SIGNS DISTURBED BY CONSTRUCTION ACTIVITY.14. RESTORE OR REPAIR DAMAGED ROADS, WALKS, CURBS, UTILITIES, OR PLANT MATERIALS TO CONDITIONEQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITION AND AS REQUIRED BY OWNER.15. ALL WORK MUST COMPLY WITH APPLICABLE SECTIONS OF THE MNDOT STANDARD SPECIFICATIONS FORCONSTRUCTION AND SUPPLEMENTAL DOCUMENTS, LATEST EDITION; AND THE CITY ENGINEERSASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS, LATEST EDITION.16. LEGALLY DISPOSE OF ALL WASTE MATERIALS, DEBRIS AND EXCESS EXCAVATED MATERIAL.17. MAINTAIN ACCURATE RECORDS OF ALL NEW UTILITY CONSTRUCTION INCLUDING SURVEYED ELEVATIONSOF PIPE AND STRUCTURE INVERTS FOR AS-BUILT OR RECORD DOCUMENTS.EROSION AND SEDIMENT CONTROL1. INSTALL PERIMETER EROSION CONTROLS AS INDICATED IN PLANS PRIOR TO START OF WORK. HAYBALES ARE NOT ALLOWED AS EROSION AND SEDIMENT CONTROL DEVICES.2. ESTABLISH ROCK CONSTRUCTION ENTRANCES PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 112"-3" WASHED AGGREGATE IS RECOMMENDED FOR ROCK ENTRANCES, A GEOTEXTILE FABRIC ISREQUIRED.3. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR PRIVATE PAVEMENT AREASWITHIN 24 HOURS OF DEPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETED AT THEEND OF EACH WORK DAY WHEN TRACKING OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IFCONDITIONS WARRANT. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OFCONSTRUCTION AND IN SUCH A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.4. INSTALL INLET PROTECTION IN ALL DOWNSTREAM CATCH BASINS WHICH RECEIVE RUNOFF FROM THEDISTURBED AREA. CATCH BASIN INSERTS ARE REQUIRED AT ALL LOCATIONS NOT WITHIN THEDISTURBED AREA WHICH RECEIVE RUNOFF (MNDOT TYPE C INLET PROTECTION). NOTE HAY BALES ANDSILT FENCE WRAPPED GRATES ARE NOT EFFECTIVE AND ARE NOT APPROVED FOR USE AS INLETPROTECTION DEVICES.5. LOCATE ALL SOIL AND DIRT PILES NOT LESS THAN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY ORDRAINAGE CHANNEL. ALL STOCK PILES THAT REMAIN IN PLACE FOR 7 DAYS OR MORE SHALL BESTABILIZED BY MULCHING, VEGETATIVE COVER, TARPING OR OTHER MEANS. TEMPORARY STOCK PILESLOCATED ON PAVED SURFACES MUST BE AT LEAST 2 FET OR MORE AWAY FROM THEDRAINAGE/GUTTER LINE AND SHALL BE COVERED, IF REMAINING MORE THAN 24 HOURS.6. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON AWEEKLY BASIS AND REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL DEVICESIMMEDIATELY.7. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PERFORMED WHENEVER THEDEVICE IS 30% FULL, FAILURE TO MAINTAIN EROSION CONTROL DEVICES MAY LEAD TO FURTHERENFORCEMENT ACTION. WEEKLY INSPECTIONS REQUIRED AND AFTER EACH 12" OR MORE RAIN EVENTWITHIN 24 HOURS.8. READY MIXED CONCRETE AND BATCH PLANT WASHOUTS PROHIBITED WITHIN THE PUBLIC RIGHT OFWAY, DESIGNATE CONCRETE WASHOUT AND MIXING LOCATIONS IN THE EROSION CONTROL PLANS.UNDER NO CIRCUMSTANCES MAY WASHOUT WATER DRAIN ONTO THE PUBLIC RIGHT OF WAY OR INTOTHE PUBLIC STORM DRAIN.9. TEMPORARY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADEDWITHIN 7-14 DAYS (SLOPE DEPENDENT). USE SEEDING AND MULCHING, EROSION CONTROL MATTINGAND/OR SODDING WITH TEMPORARY STAKING IN GREEN SPACE AREAS. USE EARLY APPLICATION OFGRAVEL BASE FOR AREAS DESIGNATED FOR PAVED SURFACING.10. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL AND NON-BIODEGRADABLE EROSION ANDSEDIMENT CONTROL AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENTVEGETATION HAS BEEN ESTABLISHED, MINIMUM VEGETATION COVER OF 70% REQUIRED, ALLTEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED UNTIL THE SITE HAS70% ESTABLISHED VEGETATIVE COVER AND ALL PAVED AREAS HAVE BEEN STABILIZED WITH THESELECTED PAVEMENT TYPE.11. FURNISH AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL BMPs AS NECESSARY TOPREVENT EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. ALL EROSIONCONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR GROUND DISTURBINGACTIVITIES COMMENCE AND SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEENELIMINATED. SEDIMENT CONTROL DEVICES MUST BE ESTABLISHED ON ALL DOWN-GRADIENTPERIMETERS BEFORE ANY UP-GRADIENT LAND DISTURBING ACTIVITIES BEGIN.12. STORM SEWER INLETS SHALL BE PROTECTED AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTIONDEVICE FOR EACH SPECIFIC PHASE OF CONSTRUCTION. INLET PROTECTION DEVICES MAY NEED TO BEREPLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE PROJECT. ALL STORMSEWER INLET PROTECTION DEVICES SHALL BE KEPT IN GOOD FUNCTIONAL CONDITION AT ALL TIMES.HGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401CIVILNOTESANDLEGENDC0016.3 PAVILIONFFE = 939.00SCALE IN FEET010208'8'18'R5'ALIGNALIGN1122N 185347.71E 501438.70CENTER OF PAVILION8'12'212"x18" 2 5.5'REQUIREDVEHICLE IDPARKINGR7-8mFOR VIOLATIONUP TO $200 FINESIGN NO. SIZELEGENDNUMBEROFINSTALLSMOUNTINGHEIGHT(FEET)PLANSYM.TRAFFIC SIGNSAISLEHANDICAPACCESS NOPARKING7112" X 18"11.5" BITUMINOUS WEAR (MnDOT 2360)2" BITUMINOUS NON-WEAR (MnDOT 2360)8" AGGREGATE BASE - (MnDOT 3138)T.A. APPROVED SUBGRADE5" CONCRETE4" AGGREGATE BASE (MnDOT 3138)T.A. APPROVED SUBGRADESURFACING LEGEND:BITUMINOUSPARKINGCONCRETEWALKNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.KEY NOTESADA PAKING - SEE DETAIL 2/C9001HGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITELAYOUTANDSURFACINGPLANC3006.3 PAVILIONFFE = 939.00939.00939.00937.50937.50936.35936.8937.30935.77936.703.6%937.43936.95937.023.1%1.8%1.8%937.251.93%936.57936.11936.84936.381.8%1.8%1.5%1.5%937.25936.0936.22936.923.8%937.43938.25938.25937.75937.50937.00936.75936.50936.25939.50SCALE IN FEET01020SCLSFECBECBCESCLSCLSCLSFDSDSDSDSNOTES:1. SEE SHEET C001 FOR CIVIL NOTES AND LEGEND2. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.3. SEE SHEET C901 FOR EROSION CONTROL DETAILSKEY NOTES:SILT FENCEEROSION CONTROL BLANKETROCK CONSTRUCTION EXITSEDIMENT CONTROL LOGDRAINAGE SWALE. SEE DETAIL 4/C900.SFECBCESCLSITE INFORMATION AREA (S.F.) AREA (ACRE)DISTURBED AREA EXISTING IMPERVIOUS AREAPROPOSED IMPERVIOUS AREA9,982 0.23 0 04,219 0.10DSHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITEGRADING,UTILITY ANDEROSIONCONTROL PLANC4006.3 1/2"1BTOOLED JOINT, IFREQUIRED TO MATCHEXISTING WALKPROVIDE SAW-CUT JOINTUNLESS DESIGNATEDOTHERWISETHICKNESS PERSURFACING PLANSEE SURFACING PLAN(S) FOR LOCATION OF JOINT TYPES.GALVANIZED SUPPORTCHANNEL INLANDSCAPE AREAS.GALVANIZED PIPEREQUIRED WHEN INPAVED AREAS.60" - 66" FROM PARKING STALL PAVEMENT TO BOTTOM OF SIGNSEE SPEC SECTION 321723STAINLESS STEEL CAPBUILDING WALLJOINT DETAILSISOLATION JOINT (IJ)GALVANIZED OR STAINLESS STEELBOLTS, NUTS, & WASHERSREFELECTIVE ALUMINUM SIGN1/4" RADIUSUNDISTURBED EARTH ORCOMPACTED BACKFILLSEALANTMOUNTING BRACKET REQUIREDFOR PIPE SUPPORTSFOAM SEALANT BACKER1/4 SLABTHICKNESS1/4" 1/4"1/4" RCONTROL JOINT (CJ)A3ADA PARKING STALL SIGN2'45°PER PLAN18' TYPICALPROVIDE "NO PARKING,ACCESS AISLE" SIGN4" SOLID LINE- PAINT (TYP.)ADA PARKING STALLS AND AISLE24" SOLID LINE- PAINT12" HIGH LETTERSNOPARKINGADA SYMBOL(TYP.)PROVIDEMAXIMUM 2%SLOPE IN ANYDIRECTIONPROVIDEMAXIMUM 2%SLOPE IN ANYDIRECTION46" TOPSOIL3'3(H):1(V) MAXDRAINAGE SWALEHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 55401SITE DETAILSC9006.3 MIN. LENGTH =MIN. LENGTH =10 FTMIN.10 FTMIN.NOTES FOR DETAILS 1 & 21. MINIMUM LENGTH IS 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BECALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICALOPERATIONS.2. PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROMTRACKING OFF OF PAD WHEN LEAVING SITE.3. IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXIT,PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVERCONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IFSURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTINGRUNOFF.4. IF RUNOFF FROM CONSTRUCTION EXIT WILL DRAIN OFF OF PROJECT SITE,PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW.5. IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXIT SHALL BE GRADED TODRAIN THE WASH WATER TO A SEDIMENT TRAP.6. MINIMUM LENGTH OF RUMBLE PAD IS 20 FEET, OR AS REQUIRED TO REMOVESEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE,THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDEADDITIONAL VIBRATION. WASH-OFF LENGTH SHALL BE AS REQUIRED TOEFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES.7. MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THEEFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCESHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS ORPLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK) OVERSEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS.RUMBLE PADSLASH MULCH,CRUSHED ROCK,SHEET PAD,OR OTHER PERSPECIFICATION.SLASH MULCH,CRUSHED ROCK,SHEET PAD, OROTHER PERSPECIFICATION.TAPER EDGESAT 1:1TAPER EDGES AT 1:1GEOTEXTILE FABRICINPLACE GROUND6" MIN.CROSS SLOPE 3% OR FLATTER6'' MIN. DEPTH OF 1''TO 2'' CRUSHED ROCK ORSLASH MULCHRADIUS ASREQUIREDPUBLIC ROADRADIUS ASREQUIREDPUBLIC ROADTRAFFIC FLOWHIGH STRENGTH GEOTEXTILE FABRIC(TWO LAYERS SEWN TOGETHER TO FORM POCKETS)MIN. 2" DIA. HIGH TENSILE REINFORCED RIBSSEDIMENTTRAPSEDIMENTTRAP6'' MIN. DEPTH OF 1'' TO 2''CRUSHED ROCK ORSLASH MULCHCONSTRUCTION EXIT(SLASH MULCH, CRUSHED ROCK OR SHEET PAD)12ENTRANCE WIDTHAS REQUIRED24' MINIMUMENTRANCE WIDTHAS REQUIRED24' MINIMUM2 FOOT MINIMUMPOST EMBEDMENTGEOTEXTILE 5 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGOPTIONAL METHODSILT FENCE-TYPE HI (HAND INSTALLED)SILT FENCE TYPE MS (MACHINE SLICED)SILT FENCE TYPE PA (PREASSEMBLED)PLASTIC ZIP TIES(50 LB. TENSILE)LOCATED IN TOP 8 IN.3GEOTEXTILE36" WIDE2'45 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGPLASTIC ZIP TIES(50 LB. TENSILE)LOCATED IN TOP 8 IN.GEOTEXTILE36" WIDETIRECOMPACTIONZONEMACHINE SLICE8" TO 12" DEPTH2 FOOT MINIMUMPOST EMBEDMENT2'5 FT. MIN. LENGTH POSTAT 6 FT. MAX. SPACINGGEOTEXTILE36" WIDE18 INCH MINIMUMPOST EMBEDMENT5FOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 1 ACRECOARSEFILTERAGGREGATEFABRIC ANCHORAGE TRENCH,BACKFILL WITH TAMPEDNATURAL SOILSEE OPTIONALMETHOD DETAILFOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 1 ACREFABRIC ANCHORAGE TRENCH,BACKFILL WITH TAMPEDNATURAL SOILFOR SHEET FLOW WITH MAXIMUM CONTRIBUTING AREA = 0.25 ACRES1" x 2"x 24" LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGHTHE BACK HALF OF THE SEDIMENTCONTROL LOG AT AN ANGLE OF 45DEGREES WITH THE TOP OF THESTAKE POINTING UPSTREAM.TYPES: STRAW, WOOD FIBER, OR COIRTYPES: WOOD CHIP, COMPOST, OR ROCKABACKFILL AND COMPACT SOIL FROMTRENCH ON UP GRADIENT SIDE OFSEDIMENT CONTROL LOGPLACE SEDIMENT CONTROL LOG INSHALLOW TRENCH (1" TO 2" DEPTH) 8" TO 10" EMBEDMENT DEPTH1" x 2"x 24" LONG WOODEN STAKES.STAKES SHALL BE DRIVEN THROUGHTHE BACK HALF OF THE SEDIMENTCONTROL LOG AT AN ANGLE OF 45DEGREES WITH THE TOP OF THESTAKE POINTING UPSTREAM.8" TO 10" EMBEDMENT DEPTHPLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS ONSLOPES, OR AS NEEDED DUE TO OTHER FACTORS (STAKES ARE INCIDENTAL TO INSTALLATION).SPACE BETWEEN STAKES SHALL BE MAXIMUM 1 FOOT FOR DITCH CHECKS,AND 2 FEET FOR OTHER APPLICATIONSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRICMINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS1. ALL GEOTEXTILE USED FOR INLET PROTECTION TO BE MONAFILAMENT INBOTH DIRECTIONS2. FINISHED SIZE INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND AMINIMUM OF 10 INCHES AROUND PERIMETER TO FACILITATE MAINTENANCEAND REMOVAL3. DO NOT PLACE FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES,MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.THE PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHESBETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OFTHE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALLCLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDECLEARANCE.4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" x 4", OR USEA ROCK SOCK OR SAND BAGS IN PLACE OF FLAP POCKETSCAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX24ENDS SECURELY CLOSED TOPREVENT LOSS OF OPENGRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE.1OVERFLOW HOLES(2" WIDE x 4" TALL HOLEHEAT CUT INTO ALLFOUR SIDE PANELS, 12"ABOVE BOTTOM OFBAG) 1/2 W7BUTT JOINTSGEOTEXTILE SOCK 4 - 10 FEET LONG AND 4 - 6 INCH DIAMETER. SEAM TO BE JOINED BY TWOROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM(OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATECONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE8INLET SPECIFICATIONS AS PERPLAN DIMENSION LENGTH ANDWIDTH TO MATCH FLAP POCKETUSE REBAR OR STEEL RODON BOTH SIDES FORREMOVAL (AT INLETS WITHCAST CURB BOX REPLACEROD w/2"x4") EXTEND 10"BEYOND GRATE WIDTH ONBOTH SIDES, LENGTHVARIES, SECURE TO GRATEWITH WIRE OR PLASTIC TIESTYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMDITCHPROFILE2 FT.MIN.FILTER BERM-TYPE 1 (COMPOST), TYPE 2(SLASH MULCH), OR TYPE 4 (TOPSOIL)10COMPOST, SLASH MULCHOR TOPSOILFILTER BERM-TYPE 5 (ROCK)11DITCHPROFILE2 FT.MIN.CLASS II RIPRAPTYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMFILTER BERM-TYPE 3 (ROCK WEEPER)12TYPE IV GEOTEXTILE ALONGBOTTOM OF FILTER BERMDITCH PROFILE2 FT.MIN.COARSE FILTERAGGREGATE1:2 SLOPE (TYP.)CLASS I RIPRAPABABASURFACE FLOWSURFACE FLOWCOMPACTED SOILGEOTEXTILE FABRICCORRUGATED STEEL PANELSFLOWFLOW6"6"FLOWFLOW6"6"FLOWFLOWSTAPLES (TYP.)SEDIMENT CONTROL LOGS6SLASH MULCH OR CRUSHED ROCKSHEET PADCONSTRUCTION EXIT (RUMBLE PAD TYPE)RUMBLE PADSEDIMENT CONTROL LOG45°FLOW45°FLOWSEDIMENT CONTROL LOGWD1/2 D24"INLET PROTECTION - ROCK LOG/COMPOST LOGINLET PROTECTION - FILTER BAG INSERT4 FEET MIN.5 FEET MIN.FLOW8 FEET MIN.C901EROSIONCONTROLDETAILSHGA NO:DATE:NO DESCRIPTION DATEADATH CHESEDSHEL EMESCEMETERYPAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.ISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01Erik A. Hansen41942NAME:DATE:REGISTRATION NUMBER:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONOR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 554016.3 6.3 6.3 A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE PAVILION AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS AS MUCH AS POSSIBLE. D. MINIMIZE NOISE TO LEVEL ACCEPTABLE WITH THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. J. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN.K. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, AND OTHER CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. L. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR FLOOR, WALL AND CEILING OPENINGS. ALL OPENINGS SHALL BE CUT AND PATCHED AS REQUIRED BY EACH DISCIPLINE OR TRADE REQUIRING THE OPENING UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. PATCHING IS TO BE IN CONFORMANCE WITH APPLICABLE CODES. M. ALL EXTERIOR WOOD BLOCKING SHALL BE MOISTURE TREATED. WOOD MAY NOT BE USED IN AN EXPOSED LOCATION UNLESS IT IS A FINISH MATERIAL IN A NON-COMBUSTIBLE ASSEMBLY OR AS SPECIFIED. GENERAL NOTES1A12BAXXXXAXXXXXXAXXXXAXXXXAXXXAXXXXXAXXXINTERIOR PARTITION TYPEDOOR NUMBERPARTITION RATING HATCH AND TAGINTERIOR ELEVATIONROOM NAME AND NUMBER WITH AREADETAIL CALLOUTEQUIPMENT TAGKEYNOTEINTERIOR ELEVATIONUPPER CASEWORKBUILDING SECTIONWALL SECTIONEXTERIOR ELEVATIONNEW GRID BUBBLEEXISTING GRID BUBBLEREVISION DELTAREVISION CLOUDDETAIL SECTIONWINDOW TYPELOWER CASEWORKOBJECT ABOVE, REFER TO CEILING PLANEXISTING CONDITIONSXAXXXA3aDWREF42"120 SFROOMNAMEA1234WX1234566543211BB3d1BA1234XEXISTING DOOR TO REMAINEXISTING WALL TO REMAINEXISTING DOOR TO DEMOEXISTING WALL TO DEMOOTHER FLOOR PLAN SYMBOL DESIGNATIONSMATERIAL ID TAGAREA N.I.C.TEMPORARY BARRIERTACTILE EXIT SIGNAGENEW WALLCORNER GUARDMAT IDMAT IDFLOOR PATTERN DIRECTIONAL SYMBOLMAT IDCONCRETECONCRETE MASONRY UNITEARTHGRANULAR MATERIALGASKET (LARGE SCALE)METALRIGID INSULATIONSTONESOLID WOOD FINISHEDWOOD BLOCKING -CONTINUOUSWOOD BLOCKING -INTERRUPTEDWOOD SHEATHING1. DISCIPLINE DESIGNATION2. SHEET TYPE3. PLAN TYPESHEET NUMBER EXAMPLEA234BSHEET NUMBER EXPLANATION2. SHEET TYPETHIS CHARACTER DENOTES THE TYPE OF INFORMATION ON THE SHEET 2. FLOOR & CEILING PLANS4. EXTERIOR DETAILING 1. ARCHITECTURAL THIS CHARACTER DENOTES THE SHEET IS AN ARCHITECTURAL DRAWING. 5. PLAN AREATHESE CHARACTERS DENOTE THE AREA PLAN SHOWN ON THE SHEET (IF USED)4. FLOOR NUMBER5. PLAN AREA3. PLAN TYPETHESE CHARACTERS DENOTE THE SUB CATEGORY OF THE SHEET TYPE4. FLOOR NUMBERTHESE CHARACTERS DENOTE THE FLOOR SHOWN ON THE SHEETSPECIAL SYMBOLS@CL#/PERPENDICULARCENTERLINEDIAMETERøATNUMBERPERANGLE(STRUC SHAPE)ʫ± PLUS/MINUSAND&HGA NO:DATE:NODESCRIPTION DATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:35 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA010GENERALNOTES ANDSYMBOLSAuthor1/4" = 1'-0"1SYMBOL DESIGNATIONS - FLOOR PLAN (REFERENCE)2ARCHITECTURAL MATERIAL DESIGNATIONS3ARCHITECTURAL SHEET NUMBER DESIGNATIONSQQTY QUANTITYRR RADIUS; RADII; RISER (STAIR)RCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDRECP RECEPTACLEREF REFER(ENCE)REFR REFRIGERATORREINF REINFORC(E) (ED) (ING) (EMENT)REQD REQUIREDRESIL RESILIENTREV REVIS(E) (ED) (ION)RH RIGHT HANDRHR RIGHT HAND REVERSERM ROOMRO ROUGH OPENINGSSCHED SCHEDULESECT SECTIONSF SQUARE FOOT/FEETSHT SHEET(ING)SHTG SHEATHINGSIM SIMILARSKLT SKYLIGHT(S)SPEC(S) SPECIFICATION(S)SPK SPEAKERSS STAINLESS STEELST STREETSTAG STAGGERSTD STANDARDSTL STEELSTOR STORAGESTRUC STRUCTUR(E) (AL)SUSP SUSPENDEDSYM SYMMETR(Y) (ICAL)TT TREADT&G TONGUE AND GROOVET/D TELEPHONE DATA OUTLETTEL TELEPHONETEMP TEMPORARYTER TERRAZZOTHK THICKNESSTME TO MATCH EXISTINGTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALUUC UNDER CABINETUCL UNDER CABINET LIGHTINGUNEX UNEXCAVATEDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUPS UNINTERRUPTIBLE POWER SUPPLYUR URINALUV ULTRAVIOLETVVAC VACUUMVAR VAR(Y) (IES) (IATION)VCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDWWWIDE, WIDTHW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWP WATERPROOFINGWSCT WAINSCOTWT WEIGHTXXP(D) EXPOSE(D)FOC FACE OF CONCRETEFOW FACE OF WALLFP FILLER PANELFSTR FASTEN(ED) (ER)FT FOOT, FEETFTG FOOTINGGGA GAUGEGC GENERAL CONTRACTORHH HIGH, HEIGHTHD HEADHDW HARDWAREHM HOLLOW METALHO HOLD OPENHORIZ HORIZONTALHR HANDRAIL(S)HT HEIGHTIID INSIDE DIAMETER/DIMENSIONIN INCH(ES)INCL INCLU(DE) (DED) (DING) (SIVE)INSUL INSULAT(E) (ED)INT INTERIORINTR INTERIORJJAN JANITORJST JOISTJT JOINTKKOP KNOCKOUT PANELKPL KICK PLATEKS KNEE SPACELL ANGLE (STRUC SHAPE)LAB LABORATORYLAV LAVATORYLB POUNDLENGTH LONG, LENGTHLF LINEAR FOOTLFFEET LINEAL FOOT, FEETLH LEFT HANDLHR LEFT HAND REVERSELKR LOCKERLNTL LINTELLT LIGHTLTG LIGHTINGLTWT LIGHTWEIGHTLVL LEVELLVR LOUVERMMACH MACHINEMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKERBOARDMECH MECHANICAL(LY)MED MEDIUMMEMB MEMBRANEMET METALMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMT(D) MOUNT(ED)MTL METALMUL MULLIONMVBL MOVABLENN NORTH; NITROGENN/A NOT APPLICABLENEC NECESSARYNIC NOT IN CONTRACTNO2 NITROUS OXIDENOM NOMINALNTS NOT TO SCALEOOOXYGENO2 OXYGENOC ON CENTEROD OUTSIDE DIAMETER/DIMENSIONOF OUTSIDE FACEOFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED, OWNER INSTALLEDOFVI OWNER FURNISHED, VENDOR INSTALLEDOH OVERHEADOH OPPOSITE HANDOHSC OVERHEAD SERVICE CARRIEROPG OPENINGOPP OPPOSITEOPT OPTION(AL)PPA POWER ASSISTPAR PARALLELPART PARTICLE; PARTIALPB PANIC BARPC PRECASTPERF PERFORATEDPERIM PERIMETERPGBD PEG BOARDPL PLATEPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPNL PANELPR PAIRPRCST PRECASTPREFAB PREFABRICATEDPTD PAINTEDPTN PARTITIONPTS PNEUMATIC TUBE STATIONAA/E ARCHITECT/ENGINEERACOUS ACOUSTICALAD ACCESS DOORADA THE AMERICANS WITH DISABILITIES ACTADD ADDENDUMADDL ADDITIONALADJ ADJUSTABLEADJC ADJACENTAED DEFIBRILATORAF ACCESS FLOORAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEAP ACCESS PANELAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)ASC ABOVE SUSPENDED CEILINGASPH ASPHALTBBD BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMBRKT BRACKETBS BACKSPLASHBSMT BASEMENTBTW BETWEENBYND BEYONDCCAB CABINETCEN CENT(ER) (TRAL)CFCI CONTRACTOR FURNISHED, CONTRACTORINSTALLEDCG CORNER GUARDCIP CAST IN PLACECJ CONTROL/CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEAR(ANCE)CLR CLEARCMPST COMPOSITECMU CONCRETE MASONRY UNITCNTFG CENTRIFUGECNTR COUNTERCO CASED OPENING; CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNEC(TION)CONST CONSTRUCTIONCONT CONTINU(E) (OUS) (ATION)CONT CONTINUOUSCORR CORRIDORCR CARD READERCYL CYLINDERDD DEEP, DEPTHDBL DOUBLEDED DEDICATEDDEG DEGREEDEMO DEMO(LISH) (LITION)DEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDO DATA OUTLETDR DOORDWG(S) DRAWING(S)E(E), EXIST EXISTINGE ELEVATOREA EACHEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYEMI ELECTROMAGNETIC INTERFERENCEENCL ENCLOSUREEO ELECTRICAL OUTLETEOS EDGE OF SLABEP ELECTRICAL PANELEPDM ETHYLENE PROPYLENE DIENE MONOMEREPRF EXPLOSION PROOFEQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEXCL EXCLUD(E) (ED) (ING)EXG EXISTINGEXH EXHAUSTEXP EXPAN(D) (SION)EXT EXTERIOREXTR EXTERIORFF/F FACE TO FACEFA FIRE ALARMFACP FIRE ALARM PANELFAS FASTEN(ED) (ER)FB FLAT BARFCO FLOOR CLEAN OUTFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FLOOR FINISHFHC FIRE HOSE CABINETFHP FULL HEIGHT PARTITIONFIN FINISHFL FLASHINGFLR FLOOR(ING)FO FACE OF6.3 FLOOR PLANA. PLAN DIMENSIONS ARE FROM FACE OF PARTITION TYPE AND DO NOT INCLUDE APPLIED FINISHES, UNLESS NOTED OTHERWISE. PLAN DIMENSIONS INDICATED AS "HOLD" OR "CLEAR" DIMENSIONS ARE FROM FACE OF APPLIED FINISH.B. INSTALL WORK STRAIGHT, PLUMB, LEVEL, SQUARE, AND TRUE, IN PROPER ALIGNMENT.C. FLATNESS: LEVEL FLOORS TO TRUE PLANE WITHIN 1/4 INCH (6 MM) IN 10'-0" (3 M) WHEN TESTED BY TEN FOOT (3 M) STRAIGHTEDGE PLACED ANYWHERE ON FLOOR IN ANY DIRECTION.D. OWNER SUPPLIED FURNITURE IS SHOWN FOR REFERENCE ONLY. ROOF PLANA. UNIFORMLY SLOPE TAPERED INSULATION MINIMUM 1/4" IN HEIGHT PER 1'-0" HORIZONTALLY (OR AS REQUIRED BY CODE) AT LEVEL ROOF AREAS, UNLESS OTHERWISE NOTED.B. SLOPE CRICKET INSULATION TO DRAIN AROUND PENETRATIONS (VENTS, STACK, ETC) AND AT VALLEYS BETWEEN ROOF DRAINS. C. PROVIDE SECONDARY ROOF DRAINS 2" ABOVE PRIMARY ROOF DRAIN.CEILING PLANA. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR DATUM ELEVATION TO FINISHED CEILING, UNLESS OTHERWISE NOTED.B. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION RELATIVE TO DEVICE AND FIXTURE LOCATIONS.C. COORDINATE INTEGRATION OF CEILING SYSTEMS WORK INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, TELECOMMUNICATIONS, AND STRUCTURAL SYSTEMS, TO MAINTAIN CEILING HEIGHT INDICATED. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.D. LOCATE COMPONENTS WITHIN CEILING PLENUM TO MAXIMIZE CLEAR AREA FOR INSTALLATION OF LIGHT FIXTURES AND ACCOMMODATE FIXTURE LAYOUT AS INDICATED.GENERAL NOTES - FLOOR, ROOF & CEILING PLANSA1A4002A4004A4003A4001BCD5A4005A4006A4006A40014'-0"6'-0"12'-0"6'-0"9'-0"5'-0"CONC FIN-5HPC-1TYP.F1F1F1F1F1F1F1F2F2F2F2F2F2100' - 0"100' - 0"98' - 6"98' - 6"F1F1F1F1F1F1F1F1F1F1F1F1F1CURB TAPERS TO FLOOR GRADE -SEE STRUCTURALCURB TAPERS TO FLOOR GRADE -SEE STRUCTURALF3F3F4ROOF DRAIN DOWNSPOUTS LOCATED WITHIN CMU CELLS4A420A1A4002A4004A4003A4001BCD5A4005A4006A4006A4006'-0"12'-0"6'-0"1/4" / FTEPDM-1ALIGN ROOF DRAINS W/ CENTERLINE OF DROP IN CMU WALL BELOWR 20' - 6 3/8"113'-0"112'-2"R1A1A4002A4004A4003A4001BCD5A4005A4006A4006A4006'-0"12'-0"6'-0"C1C1C1C1C1RCP LEGENDRECESSED DOWNLIGHT(FUTURE) SPEAKER LOCATIONS(FUTURE) HEATER LOCATIONHGA NO:DATE:NODESCRIPTIONDATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01NAME:DATE:REGISTRATION NUMBER: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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:43 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA201FLOOR PLAN,ROOF PLAN &REFLECTEDCEILING PLANAuthorDATE: APRIL 02, 2021KEYNOTES - FLOOR, ROOF & CEILING PLANS#DESCRIPTIONC1 CEILING CONTROL JOINTSF1 CONTROL JOINT IN CONCRETE FLOOR - SEE STRUCTURAL FOR DIMENSIONSF2 PROVIDE BLOCKING IN CEILING FOR ADD ALT WOOD PANELF3 CURB TAPERS TO FLOOR GRADE - SEE STRUCTURALF4 DS-1 - SEE ROOF DRAIN SCHEDULER1 RD-1 & ORD-1 - SEE ROOF DRAIN SCHEDULE1/4" = 1'-0"1FLOOR PLAN1/4" = 1'-0"2ROOF PLAN1/4" = 1'-0"3REFLECTED CEILING PLAN044200 WPS-1Cellular plastic vent044200 WPSWEEP SYSTEM COMPONENTS061000 WD SHTG-18APA A-C exterior, PPT, 1/2"061000 WD SHTG-10EXTERIOR exposure, B-B or better, S2S, Marine Grade plywood _"061000 WD SHTG-6C-D, exterior exposure, 3/4"061000 WD SHTG-3Structural 1, exposure 1, PPT, 3/4"061000 WD SHTGWOOD SHEATHING061000 WD BLKG-1Wood Blocking061000 WD BLKGWOOD BLOCKING062013 WD-11Atlantic White Cedar, 2 x 2 SFS slats, pre-finished062013 WD-6Atlantic White Cedar, T+G, pre-finishedExterior Wood062013 WDWOOD (Exposed to View)044200 STNA-1 Panel anchor044200 STNASTONE ANCHORS044200 STN-1Anchored panels, 3 5/8” Kasota Limestone, Amber Select Fleuri Honed044200 STNSTONE054000 STL STUD-1C-shaped, 16 ga. min, galvanized054000 STL STUDSTEEL STUD FRAMING (Structural)076200 SMF-1Aluminum, prefinished076200 SMFSHEET METAL & FLASHING079200 SLNT-#See Specification for Sealant Schedule079200 SLNTSEALANT099000 PT-1Color099000 PTPAINT (Colors)092200 MET STUD-1Steel stud; C-shaped, galvanized092200 MET STUDMETAL STUD FRAMING (Non-Structural)076200 MEMB FLASH-2EPDM sheet, 60 mils076200 MEMB FLASHMEMBRANE FLASHING (Non-Exposed)042000 MA-3Bond-breaker strips042000 MA-2Compressible filler042000 MA-1Preformed gasket042000 MAMASONRY ACCESSORIES329440 LAND-2Metal edging329440 LAND-1Stone mulch; dresser trap rock329440 LANDLANDSCAPING MATERIALS099600 HPC-1 Color corresponding to PT-#099600 HPCHIGH-PERFORMANCE COATING075300 EPDM-1Elastomeric EPDM roofing system075300 EPDMSINGLE-PLY EPDM MEMBRANE ROOFINGDEFS-1Elastomeric acrylic polymer finish072423 DEFSDIRECT-APPLIED EXTERIOR FINISH SYSTEM033000 CONC FIN-20Smooth-form, typical033000Formed Surfaces033000 CONC FIN-5Trowel, clear sealer033000Slabs033000 CONC FINCONCRETE FINISHES (Exposed to View)042000 CMU-1Typical042000 CMUCONCRETE MASONRY UNITS072700 AB-13Fluid-applied072700 AB-11Sheet membraneVapor-Permeable072700 ABAIR & WATER BARRIERSREVISION SECTION MATERIAL IDDESCRIPTIONMATERIAL IDENTIFICATION CODESROOF DRAIN SCHEDULE (RD)UNITNUMBERROOF DRAIN BODY DOMEACCESSORIESBASIS OF DESIGNCOMMENTSMATERIAL SUMP BODY TYPE OUTLETDECKCLAMPTOP MATERIAL PROFILE FAST.MANUFACTURER MODELDS-1 STAINLESS STEELZURN Z199-DCORD-1 CAST IRON LARGE ROUND BOTTOM YES ADJUSTABLE CAST IRON LARGE LOCK 2" OVERFLOW EXTERNAL ZURN Z101RD-1 CAST IRON LARGE ROUND BOTTOM YES ADJUSTABLE CAST IRON LARGE LOCK ZURN Z1016.3 LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A400CEILING110' - 0"10'-0"3'-4"WD-11SMF-1STN-1CONC FIN-205'-4"HPC-12"DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYPLEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A4006'-0"12'-0"6'-0"3'-4"10'-0"CEILING110' - 0"WD-11SMF-1STN-1CONC FIN-20ADD ALT WOOD PANELS - 6 TYPHPC-12"LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A4003'-4"10'-0"CEILING110' - 0"WD-11SMF-1HPC-15'-4"STN-1CONC FIN-203'-6"DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYPLEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A400CEILING110' - 0"6'-0"12'-0"6'-0"3'-4"10'-0"WD-11SMF-1STN-15'-4"CONC FIN-20DS-1 - SEE ROOF DRAIN SCHEDULEADD ALT WOOD PANELS - 6 TYP3A420LEVEL 01100' - 0"1T.O. PARAPET113' - 4"6A4006A4001A420CEILING110' - 0"10'-0"3'-4"2"LEVEL 01100' - 0"AT.O. PARAPET113' - 4"BCD5A4005A400CEILING110' - 0"2A4203'-4"10'-0"6'-0"12'-0"6'-0"HGA NO:DATE:NODESCRIPTIONDATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01NAME:DATE:REGISTRATION NUMBER: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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:47 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA400OVERALLEXTERIORELEVATIONS &BUILDINGSECTIONSDATE: APRIL 02, 20211/4" = 1'-0"4OVERALL - NORTH ELEVATION1/4" = 1'-0"1OVERALL - WEST ELEVATION1/4" = 1'-0"2OVERALL - SOUTH ELEVATION1/4" = 1'-0"3OVERALL - EAST ELEVATION1/4" = 1'-0"5BUILDING SECTION - EAST/WEST1/4" = 1'-0"6BUILDING SECTION - NORTH/SOUTH6.3 LEVEL 01100' - 0"T.O. PARAPET113' - 4"CEILING110' - 0"3/4"1'-6"6"AB-11WD-11WD SHTG-10DIAGONAL FURRINGWD SHTG-3STL STUD-13 5/8"WD BLKG-1WD SHTG-3SMF-1WD SHTG-6MEMB FLASH-2EPDM-1INTERMITENT OPENING & BUG SCREENS AT BASE OF DIAGONAL FURRINGAB-11STNA-1SEE 3/A420 FORLOCATIONSTN-1CMU-1AB-11STNA-1CONC FIN-5DEFS-1WD SHTG-3WD SHTG-3SLNT-91/4" 1'-5 3/4"WD SHTG-10WD SHTG-3MEMB FLASH-21/4" 1'-11 3/4"1/4" 1'-11 3/4"1/4" 1'-11 3/4"1/4" 1'-11 3/4"1/4"2'-1 3/4"1/2"5'-4"STN-1SLNT-9SLNT-9CONC FIN-20SLNT-910"SUB-BASECONCRETE SLAB & FOUNDATION -SEE STRUCTURALHORSESHOE STONE SHIMS AS NEEDEDHORSESHOE STONE SHIMS AS NEEDEDSEE STRUCTURAL FOR FRAMING AND CMU WALL DETAILSDS-1 - SEE ROOF DRAIN SCHEDULERD-1 & ORD-1 - SEE ROOF DRAIN SCHEDULESLNT-9& BACKER RODSLNT-9WPS-1@ VERTICALJOINTSWPS-1@ VERTICALJOINTSATTACHMENT TO FRAMING?LEVEL 01100' - 0"T.O. PARAPET113' - 4"CEILING110' - 0"WD SHTG-6EPDM-13/4"AB-11WD-11WD SHTG-10DIAGONAL FURRINGWD SHTG-3STL STUD-13 5/8"WD BLKG-1WD SHTG-3SMF-1MEMB FLASH-2INTERMITENT OPENING & BUG SCREENS AT BASE OF DIAGONAL FURRINGWD SHTG-10WD SHTG-3MEMB FLASH-24'-5"CONC FIN-5SUB-BASECONCRETE SLAB & FOUNDATION -SEE STRUCTURAL6"VARIESWD SHTG-3ADD ALT WOOD PANEL -SEE 5/A420 1/2"PROVIDE BLOCKING FOR ADD ALT WOOD PANEL SLNT-9& BACKER RODSEE STRUCTURAL FOR FRAMING5A4005A400EQ EQLOCATE STONE KERF AND STNA-1 AT ANGLED STONE INTERSECTIONACURB AND STEM WALL BELOW -SEE STRUCTURALCONC FIN-5CONC FIN-20AB-11STNA-1SEE 3/A420 FORLOCATIONSTN-1CMU-1SLNT-9HORSESHOE STONE SHIMS AS NEEDEDSTONE FACE ABOVE2x4 WOOD FRAMING @ 12" O.C.WD SHTG-3WD SHTG-3WD-6WD-64 1/4"HGA NO:DATE:NODESCRIPTION DATEADATH CHESED SHEL EMES CEMETERY PAVILION3700 Winnetka Ave NCrystal, MN 55427COPYRIGHT HAMMEL, GREEN AND ABRAHAMSON, INC.CISSUANCE HISTORY - THIS SHEETPERMITDOCUMENTSApril 13, 20214653-001-01800 Washington Ave N, Suite 600Minneapolis, MN 554014/13/2021 12:07:51 PMC:\Users\acjasonv\Documents\Revit Local Files\A21-Adath Jeshurun Pavilion-465300101_acjasonv.rvtA420WALL SECTIONS& DETAILS1 1/2" = 1'-0"1STONE WALL & WOOD SLAT SECTION1 1/2" = 1'-0"2PANEL WALL & WOOD SLAT SECTION1 1/2" = 1'-0"3ELEVATION DETAIL - STONE WALL1 1/2" = 1'-0"4PLAN DETAIL - STONE WALL3" = 1'-0"5ADD ALT WOOD PANELS PLAN DETAIL6.3 ATDIAMETERPERPENDICULARŏ/PER@Ø63(&,$/6<0%2/6MATERIALSCAST-IN-PLACE CONCRETEF'c=4500 PSI AT 28 DAYS CONCRETE MASONRYCOMPRESSIVE STRENGTH OF MASONRY..................F'm=2000 PSI AT 28 DAYSCONCRETE MASONRY UNITS........................................ASTM C90MASONRY MORTAR........................................................ASTM C270 (TYPE S UNO)MASONRY GROUT...........................................................F'c=3000 PSI AT 28 DAYSSTEEL REINFORCINGREINFORCING BARS........................................................ASTM A615 (GRADE 60)EPOXY-COATED REINFORCING BARS..........................ASTM A775 OR ASTM A934STRUCTURAL STEELW SHAPES (AND WT CUT FROM W SHAPES)...............ASTM A992 (Fy=50 KSI)PLATES AND SHAPES OTHER THAN W.........................ASTM A36 (Fy=36 KSI)RECTANGULAR HSS.........................................................ASTM A500, GRADE C (Fy=50 KSI)ROUND HSS........................................................................ASTM A500, GRADE C (Fy=46 KSI)BOLTS««««««««««.............................................ASTM F3125, GRADES A325/A490ANCHOR RODS..................................................................ASTM F1554 (Fy=36 KSI)ASSEMBLYFLOOR LOCATIONLIVE LOAD100 PSFNONAPARTITIONSREDUCEDFLOOR LIVE LOADS (LIVE LOAD REDUCTION PER IBC 1607.10)GRAVITY LOADSSNOW LOADGROUND SNOW LOAD, Pg................................................50 PSFFLAT ROOF SNOW LOAD, Pf.............................................42 PSFSNOW IMPORTANCE FACTOR.........................................1.0SNOW EXPOSURE FACTOR, Ce......................................1.0THERMAL FACTOR AT CANOPIES, Ct.............................1.2RAIN DESIGN DATA100-YEAR HOURLY RAINFALL INTENSITY, i.......................4 IN/HRCOMPONENTS AND CLADDING ULTIMATE LEVEL DESIGN WIND PRESSURESPRESSURES ARE MAXIMUM LEEWARD PRESSURES FOR 10 SQUARE FT TRIBUTARY AREA CALCULATED AT THE MEAN HEIGHT. ZONES ARE DEFINED IN ASCE 7 FIGURES 30.7-1 AND 30.12-1 THROUGH 30.12-2.ROOFSWALLS28 PSF66 PSF34 PSF24 PSFZONE 1 ZONE 2ZONE 3WIND DESIGN DATAULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult......115 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd.....89 MPHWIND EXPOSURE CATEGORY....................................................CMEAN ROOF HEIGHT....................................................................15 FTINTERNAL PRESSURE COEFFICIENT........................................±0.18SPECIAL INSPECTIONTHE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION. REFER TO SPECIFICATION SECTIONS, AND THE SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE FOR ADDITIONAL INFORMATION.PROVIDE A MINIMUM 24 HOUR NOTICE TO THE SPECIAL INSPECTOR PRIOR TO CONSTRUCTION WHICH WOULD RESTRICT INSPECTION OF THE ITEM.A. CONCRETE1. REINFORCING PLACEMENT FOR CONCRETE FOOTINGS (WITH REINFORCING IN TWO DIRECTIONS), WALLS, STRUCTURAL SLABS, COLUMNS AND BEAMS2. CONCRETE PLACEMENT AND MATERIAL TESTINGB. MASONRY1. PLACING OF UNITS2. REINFORCEMENT PLACEMENT3. GROUTING OPERATIONC. STRUCTURAL STEELa. WELDING1. FIELD WELDED CONNECTIONSb. HIGH STRENGTH BOLTING1. BOLTED CONNECTIONS FOLLOWING INSTALLATIONc. STRUCTURAL STEEL DETAIL COMPLIANCED. POST-INSTALLED ANCHORSa. SEE SXXX FOR REQUIREMENTSFOUNDATIONSFOUNDATION DESIGN PARAMETERS ARE BASED ON RECOMMENDATIONS FROM THE GEOTECHNICAL EXPLORATION REPORT NUMBER B2007606 DATED OCT 2, 2020 BY BRAUN INTERTEC.REFER TO THE GEOTECHNICAL REPORT FOR SOIL CLASSIFICATION.FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM NET SOIL BEARING PRESSURE OF 3000 PSF.IF THE SOIL AT THE FOUNDATION OR SLAB-ON-GRADE ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AT ONCE FOR RESOLUTION.ALL FOUNDATIONS SHALL BE CENTERED ON WALLS OR COLUMNS UNO.PROTECT IN-PLACE FOUNDATIONS AND SLABS ON GRADE FROM FROST PENETRATION UNTIL PROJECT COMPLETION.SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS SHALL NOT EXCEED ONE VERTICAL TO TWO HORIZONTAL. STEP FOOTINGS DOWN AS NECESSARY TO MAINTAIN THIS SLOPE.CAST-IN-PLACE CONCRETECODE FOR REINFORCED CONCRETE DESIGN AND CONSTRUCTION - ACI 318, AS REFERENCED BY THE BUILDING CODE.ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST EDITION.REINFORCING STEEL SHALL BE NEW DEFORMED BARS.CLEAR COVER RE4UIREMENTS:CONCRETE COVER TO REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS:SURFACES CAST AGAINST EARTH.......................................................3"FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER:#6 OR LARGER...................................................................................2"#5 OR SMALLER.................................................................................1 1/2"WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, PROVIDE CLASS B TENSION LAP SPLICES (12" MINIMUM) EXCEPT WHERE NOTED OR DETAILED OTHERWISE. LAP WWF WIRE SPACING PLUS 2" (6" MINIMUM).DETAIL AND PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE.ALL CHAIRS SUPPORTED BY GRADE SHALL INCLUDE SAND PLATES.BAR SUPPORTS WHICH COME IN CONTACT WITH EXPOSED SURFACES SHALL HAVE PLASTIC OR RUBBER TIPS OR BE STAINLESS STEEL.STRUCTURAL STEELAISC MANUAL AND SPECIFICATIONS APPLY, AS REFERENCED BY THE BUILDING CODE.WELDING ELECTRODES SHALL BE 70 KSI.ALL WELDING AND TESTING OF WELDS SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS.ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES IN THE TYPE OF WELD REQUIRED.CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING DURING ERECTION AND UNTIL ALL STEEL IS PLUMB AND SECURED.FIELD CUTTING OR OTHER FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.ALL BEAM COPES MUST BE MADE TO A RADIUS (1/2" MINIMUM).STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED.ANCHOR RODS ARE NOT DESIGNED TO SUPPORT ERECTION LOADS, EXCEPT AS REQUIRED BY OSHA 1926 SUBPART R.STEEL FABRICATOR SHALL COMPLY WITH OSHA STANDARDS IN DETAILING AND FABRICATING STEEL FOR ERECTION.CAST-IN-PLACE CONCRETE (CONTINUED)PROVIDE DOWELS OF SAME SIZE AND SPACING AS VERTICAL WALL OR COLUMN PIER REINFORCING AT THE FOUNDATION, UNLESS NOTED OTHERWISE. DOWELS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT.PROVIDE CONTROL JOINTS IN SLABS ON GRADE AS SHOWN ON STRUCTURAL PLANS.DRAWINGS SHOWING LOCATION OF CONSTRUCTION AND CONTROL JOINTS AND PLACING SEQUENCE SHALL BE SUBMITTED FOR ARCHITECT/ENGINEER REVIEW PRIOR TO PREPARATION OF THE REINFORCING STEEL SHOP DRAWINGS.HORIZONTAL CONSTRUCTION JOINTS ARE NOT PERMITTED IN CONCRETE MEMBERS UNLESS SHOWN ON THE DRAWINGS OR APPROVED IN ADVANCE. VERTICAL CONSTRUCTION JOINTS OR BULKHEADS SHALL BE MADE AT MIDSPAN OR POINTS OF MINIMUM SHEAR.VERIFY LOCATION OF OPENINGS SHOWN THROUGH CONCRETE SLABS OR WALLS AND COORDINATE ANY ADDITIONAL REQUIRED OPENINGS WITH OTHER TRADES AND THE ARCHITECT/ENGINEER.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 6 (PLUS OR MINUS 1.5) ENTRAINED AIR.ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.CALCIUM CHLORIDE IS NOT PERMITTED AS A CONCRETE ADDITIVE.EMBEDDED CONDUITS OR PIPING SHALL NOT DISPLACE REINFORCEMENT BY MODIFYING ELEVATION, LOCATION OR SPACING OF REINFORCEMENT. REINFORCEMENT PLACEMENT HAS PRIORITY OVER CONDUIT OR PIPING.EMBEDDED CONDUITS OR PIPING RUNNING PERPENDICULAR TO REINFORCEMENT MAY BE TIED TO REINFORCEMENT.EMBEDDED CONDUITS OR PIPING RUNNING PARALLEL TO REINFORCEMENT MAY NOT BE TIED TO REINFORCEMENT AND MUST BE INDEPENDENTLY SUPPORTED ON CHAIRS OR BOLSTERS SUPPLIED BY THE ELECTRICAL/MECHANICAL CONTRACTOR. MAINTAIN A MINIMUM CLEAR DISTANCE BETWEEN CONDUIT AND REINFORCEMENT = 1 INCH OR THE DIAMETER OF THE REINFORCEMENT, WHICHEVER IS GREATER.SUPPLEMENTAL NOTESEXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO DETERMINE LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, REVEALS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.STRUCTURAL MEMBERS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL NEW AND EXISTING STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS REQUIRED AT ANY STAGE OF CONSTRUCTION, UNTIL COMPLETION OF THIS PROJECT.DEFERRED SUBMITTALSDEFERRED SUBMITTALS ARE USED FOR VENDOR-DESIGNED STRUCTURAL SYSTEMS AND COMPONENTS. THESE ITEMS HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR SHALL SUBMIT THE REVIEWED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL.DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.DEFERRED STRUCTURAL SUBMITTAL COMPONENTS:‡ EXTERIOR CLADDING‡ EXCAVATION SUPPORT SYSTEMSREFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS.APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS OR SPECIFICATIONS.DESIGN CODE2020 MINNESOTA BUILDING CODE (2018 IBC WITH MINNESOTA AMENDMENTS)DESIGN LOADSRISK CATEGORYRISK CATEGORY................................................................IINATURE OF OCCUPANCY.................................................PAVILIONMAIN LATERAL FORCE RESISTING SYSTEMMASONRY SHEAR WALLS AND CANTILEVERED STEEL COLUMNSFUTURE EXPANSIONNONE PLANNEDUSEE KSIFE PSIFY PSIFF JOIST/BEAMSPSI FF PSI WOOD FRAMINGDIMENSION LUMBERGRADE#1/#21400875 135 1150 425GLULAM BEAMSUSEE KSI FE PSI FY PSIFF PSI FF PSI GLUE LAMINATED TIMBER (GLULAM)1800 2400 (24F) 265 1650 650STRUCTURAL COMPOSITE LUMBER (SCL)USEE KSI FE PSI FY PSIFF LVL BEAMSPSI FF PSI 2600 285 2510 7502000 (2.0E)SHEATHINGROOFUSETHICKNESSAPA RATING23/32" (5/8") 40/20MAT IDWD SHTG-6!SPRUCE-PINE FIRDF/DF 24F V4 TYPICAL AND DF/DF 24F V8 (BALANCED) WHERE NOTED WITH PLYWOOD APA RATED THICKNESS AND SPAN RATING AS NOTEDWOOD FRAMINGALL CONSTRUCTION SHALL COMPLY WITH THE CONVENTIONAL CONSTRUCTION PROVISIONS OF THE INTERNATIONAL BUILDING CODE (CHAPTER 23) AND THE NATIONAL DESIGN SPECIFICATION, AS REFERENCED BY THE BUILDING CODE, UNLESS NOTED OTHERWISE.ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.GLUE LAMINATED MEMBERS TO BEAR AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) STAMP AND CERTIFICATE AND GRADE STAMP.STRUCTURAL COMPOSITE LUMBER (SCL) : EVALUATE AND MONITOR ACCORDING TO ASTM D 5456 AND MANUFACTURED WITH AN EXTERIOR-TYPE ADHESIVE COMPLYING WITH ASTM 2559.LAMINATED-VENEER LUMBER (LVL) : MADE FROM WOOD VENEERS WITH GRAIN PRIMARILY PARALLEL TO MEMBER LENGTHS. ALL NAILS SHALL BE COMMON NAILS, UNLESS NOTED OTHERWISE. REFER TO THE NAILING SCHEDULE IN THE INTERNATIONAL BUILDING CODE (TABLE NO. 2304.9.1) FOR CONNECTIONS NOT DETAILED.LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER JOINTS UNLESS NOTED OTHERWISE.GLUE AND NAIL SUBFLOOR SHEATHING TO JOISTS.PROVIDE 1 X 4 BRIDGING OR SOLID BLOCKING AT 8'-0" MAXIMUM CENTERS FOR JOISTS AND RAFTERS.DO NOT NOTCH OR DRILL JOISTS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.+*$12'$7(NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21$0&?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6GENERALSTRUCTURALNOTES ANDABBREVIATIONS$XWKRU*(1(5$/6758&785$/127(6MMAX MAXIMUMMFR MANUFACTURERMIN MINIMUMMPII MANUFACTURER'S PRINTEDINSTALLATION INSTRUCTIONSNNOM NOMINALNSG NON-SHRINK GROUTNTS NOT TO SCALENW NORMAL WEIGHTOOC ON CENTEROF OUTSIDE FACEOPG OPENINGOPP OPPOSITEPPJP PARTIAL JOINT PENETRATIONPL PLATERRRADIUS/RADIRD ROOF DRAINREF REFER(ENCE)REINF REINFORC(E)(ED)(ING)(EMENT)SSCHED SCHEDULESEOR STRUCTURAL ENGINEER OF RECORDSIM SIMILARSOG SLAB ON GRADESPEC(S) SPECIFICATION(S)STD STANDARDSTIF STIFFENERSTL STEELSTRUC STRUCTUR(E)(AL)TT&B TOP AND BOTTOMTBE TOP OF BEAM ELEVATIONTDE TOP OF DECK ELEVATIONTEMP TEMPERATURE/TEMPORARYTFE TOP OF FOOTING ELEVATIONTLE TOP OF LEDGE ELEVATIONTPE TOP OF PIER ELEVATIONTRANSV TRANSVERSETSE TOP OF SLAB ELEVATIONTWE TOP OF WALL ELEVATIONTYP TYPICALUUNO UNLESS NOTED OTHERWISEVVERT VERTICALVIF VERIFY IN FIELDWWW SHAPEW/ WITHW/O WITHOUTWD WOODWPT WORKPOINTWT WEIGHT/STRUCTURAL TEEAA/E ARCHITECT/ENGINEERAB ANCHOR BOLTADDL ADDITIONALADH ADHESIVEAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)BBFE BOTTOM OF FOOTING ELEVATIONBM BEAMBOT BOTTOMBRG BEARINGBTWN BETWEENCC AMERICAN STANDARD CHANNELCIP CAST IN PLACECJ CONTROL/CONSTRUCTION JOINTCJP COMPLETE JOINT PENETRATIONCL CENTER LINECLR CLEAR(ANCE)CMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINU(E)(OUS)(ATION)DD&A DRILL & ADHESIVE ANCHORDBE DECK BEARING ELEVATIONDIA DIAMETEREEA EACHEF EACH FACEEL ELEVATIONEQ EQUALES EACH SIDEEW EACH WAYFFDN FOUNDATIONFLG FLANGEFS FAR SIDE/FOOTING STEPFTG FOOTINGGGA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGLB GLUE LAMINATED BEAMHHORIZ HORIZONTALHPT HIGH POINTHSS HOLLOW STRUCTURAL SECTIONIIF INSIDE FACEINFO INFORMATIONJJT JOINTLL ANGLELLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCAT(E)(ION)LONG LONGITUDINAL(LY)LPT LOW POINT$%%5(9,$7,2166.3 FOUNDATION PLAN NOTES1. SEE S001 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS.2. PROJECT ELEVATION 100'-0" = 939.0' PER THE SURVEY BY SUNDE LAND SURVEYING DATED AUGUST 18, 2020.3. SEE S300 SERIES FOR PROJECT DETAILS.4. FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER FOR RESOLUTION, PRIOR TO SHOP DRAWING PREPARATION. TOP OF FOOTING ELEVATIONTOP OF LEDGE ELEVATIONTOP OF WALL ELEVATIONFOOTING STEP LOCATIONTOP OF FOOTING ELEVATIONSTRIP FOOTING TYPESLAB ON GRADE CONTROL JOINTPIPE SLEEVE LOCATIONTFE XX'-XX"TLE XX'-XX"TWE XX'-XX"FSTFE XX'-XX"SF2CJFOUNDATION LEGENDCMU WALL1ABCDC.51S300R 19' - 6 5/8"R 26' - 0"12'-0"12'-0"4 4 °5" SLAB ON GRADETSE 100'-0"44°SLOPE DNSLOPE DNTSE 98'-6"TSE 98'-6"TFE 96'-0"SF8TFE 95'-0"SF86'-0"6'-0"6'-0"6'-0"HSS8.625x.50012" CMU WALL W/ #8 @ 16"OC WPT(4) THUS2S300W30R 21' - 0"TYPTFE 95'-0"SF1.56S300W86S300TSE 100'-0"TSE 100'-0"3CONTROL JOINT, TYPSLOPE TO DRAIN1'-0"1'-0"551ABCDC.54'-4"4'-4"8'-4"7'-5"4'-4"12'-0"WPTR 20' - 6"1211111121(3)1 3/4x12(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x18(3)1 3/4x12(2)1 3/4x18(2)1 3/4x18(2)1 3/4x18WD-SHTG-6TDE Varies2x82x82x82x84'-0"(2)1 3/4x18(3)1 3/4x14LOW5'-0"5'-0"3S3015S3016S301TYPTYP 0"2x12 (4) THUSLOW7S3018S3018S301OPPLOW7S301TDE 113'-0 3/4"TDE 112'-2 1/2"10S301TYP @ DECK EDGE4S30194TYP (4) LOCSTYP (4) LOCSFRAMING PLAN NOTES1. SEE S001 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS.2. SEE S300 SERIES FOR PROJECT DETAILS.3. SLEEVES FOR ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLANS. EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO DETERMINE SIZE AND LOCATION OF REQUIRED SLEEVES. 4. COORDINATE SIZE AND LOCATION OF MECHANICAL/ELECTRICAL/PLUMBING OPENINGS WITH MECHANICAL/ELECTRICAL/PLUMBING CONTRACTORS. NOTIFY ARCHITECT/ENGINEER IF ANY OPENINGS SHOWN ON PLAN MUST BE RELOCATED OR RESIZED TO ACCOMMODATE OTHER TRADES. .WOOD FRAMING LEGEND(3) 1 3/4 x 12TBE XXX'-X" OR [ X"]BEAM FRAMING OVER TOP OF HSS COLUMNMEMBERS FRAMING INTO THE SIDE OF HSS COLUMNTOP OF BEAM ELEVATION RELATIVE TO TYPICAL TBELVL BEAM SIZETOP OF BEAM ELEVATIONBEAM FRAMING OVER GIRDERBEAM FRAMING INTO SIDE OF GIRDERBEAM MOMENT CONNECTION TO GIRDER+*$12'$7(NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21$0&?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6FOUNDATIONAND FRAMINGPLANSFOUNDATION SCHEDULETYPE SIZE THICKNESS REINFORCEMENTSF1.5 1'-6" 1'-4" (2) #5 CONTINUOUSSF8 8'-0" 1'-8" (8) #8 LONG T&B#8 @ 12" OC TRANS T&BCONCRETE WALL SCHEDULEMARK THICKNESS REINFORCING REMARKSW8 8" #5 AT 16"OC EWCENTEREDW30 30" #6 AT 12"OC EW, EFKEYNOTES - THIS SHEET# DESCRIPTION1 2x6 @ 16"OC2 2x8 @ 16"OC3 COORDINATE LOCATION OF UNGROUTED CORES FORROOF DRAIN LEADER WITH PLUMBING CONTRACTOR.4 2x8 BLOCKING AT ENDS OF CANTILEVERED JOISTS.5 TAPER CURB HEIGHT TO 0" OVER LENGTH SHOWN.1/4" = 1'-0"),567/(9(/)5$0,1*3/$11/4" = 1'-0"522))5$0,1*3/$1NOTE:1. 'SF' DESIGNATES A CONTINUOUS STRIP FOOTING6.3 6" UNDERFLOOR MATERIALSSLAB ON GRADESEE PLANCOMPACTED SUBGRADEUVB-1D1/8" SAWCUT(AS SOON AS POSSIBLEAFTER POUR - 24 HOURS MAX)FILL WITH SPECIFIEDSEALANT AT EXPOSEDJOINTSLAB ON GRADESEE PLAND/4NOTE:SEE PLAN FOR JOINT LOCATIONSSLAB ON GRADESEE PLANSAWCUT AFTER ADJACENT SLAB IS POURED. (24 HOURS MAX AFTER POUR). FILL WITH SPECIFIED SEALANT AT EXPOSED JOINT.POCKET FORMERCJPOCKET FORMERTO ALLOW SHRINKAGEPLAN VIEW OF PLATE DOWELD1/8" SAWCUTPLATE DOWELD/4PLATE DOWEL @ 18"OC:1/4"x4 1/2"x4 1/2" DIAMOND PLOR 1/4"x4"x6" RECTANGULAR PLD/2#4 @ 12" OC EPOXY COATED W/ STD HK#5 @ 12" OC CONT(2) #5 CONT EPOXY COATED10"1'-6"3" CLR10"SEE PLANTSESEE PLANTSE5 1/2"100'-6"TLE#5 OC CONTEPOXY COATED6"10"3/4" ROUNDED CHAMFER @ CURB CORNERSJOINT#4 EPOXY COATED @12" OC THUS:1'-6"1'-6"1PL 1 1/2x17x1'-5" W/ (4) 1 1/4"Ø ANCHOR RODS1'-0"PL WASHER 1/2x3x0'-3"DOUBLE NUT1 1/2" ± NON SHRINK GROUTSEE PLANTFECLR3"3/16@ PLWASHER24"X24" CONCRETE ENCASEMENT W/ #4 TIES @12"OCCOAT COL W/ 3M SCOTCHKOTE BELOW TSE1'-0"SEAL VAPOR BARRIER TO COLSLAB ON GRADESEE PLANCOMPRESSIBLE JOINT FILLERSLAB REINF AT COLSEE 7/S300HSS COLUMNSEE PLANSEE PLANTSEUVB-1SEE PLAN AND SCHED FOR FTG REINF#6 DOWEL W/ STD HK IN EA CORNER OF ENCASEMENT11"6"10"SLAB ON GRADESEE PLANSEE PLANTSE#4 @ 18"OC EPOXY COATED THUS:24"24"CONCRETE WALL SEE PLANSEALANT JOINTSEALANT JOINTTWE100'-6"DOWEL W/ STD HK TO MATCH AND LAP CMU WALL REINF2'-0"CMU WALL SEE PLANREBAR POSITIONERTYPICALPROVIDE ADEQUATE LENGTH FOR LAP WITH BARS ABOVESCHEDULED CMU WALLREINFORCEMENTSEE PLAN AND SCHEDULEFILL CORES WITH MASONRY GROUT. CORES SHALL BE INSPECTED PRIOR TO GROUTINGCLEANOUTS IF REQUIRED, 4" x 4" MIN; 32"OC MIN FOR WALL GROUTED SOLIDFOR FOOTINGS OR CONCRETE WALL BELOW, PROVIDE DOWELS TO MATCH AND LAP WITH SCHEDULED CMU REINFORCEMENTPROVIDE GROUT KEY AT CMU WALL BELOW5'-0" (MAX) LIFTAT GROUT KEY1 1/2" MINMIN1 1/2"TYPLAP SPLICETOP OF GROUT LIFTOR PREVIOUS GROUTPOURTOP OF FOUNDATIONCONSTRUCTION ORCONTROL JOINTWRAP COL WITH FOAM JOINT FILLER AT SLAB ON GRADEHSS COLUMNSEE PLAN NOTES:1. SAW CUT CONTROL JOINTS AS CLOSE AS POSSIBLE TO CONCRETE COLUMN. IN LOCATIONS WITH EXPOSED CONCRETE SLABS, HAND TOOL CONTROL JOINT FROM FACE OF COLUMN TO START OF CUT.(2) #4 EPOXY COATED EA SIDE OF COLUMN. FIELD CUT BARS TO LENGTH SO ENDS DO NOT CROSS JOINTCLCOLCLCOLTYP2"TYP2"BAR LOCATIONTOP4500OTHERMODIFY DEVELOPMENT LENGTHS AND LAPS AS REQUIRED BY NOTES BELOWLENGTHS SHOWN ARE IN INCHES2331384666778618233035525966LAP SPLICE AND DEVELOPMENT (Ld) SCHEDULELAP SPLICE AND DEVELOPMENT NOTES:1. TOP INDICATES HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS.2. APPLY UNLESS SPLICES AND DEVELOPMENT LENGTHS ARE NOTED OTHERWISE ON DRAWINGS.3. ALL LAP SPLICES SHALL BE CLASS B, UNO.4. MULTIPLY THE LENGTHS IN THE SCHEDULE BY THE APPROPRIATE MODIFIERS WHEN REQUIRED.5. WHERE BARS OF DIFFERENT SIZE ARE LAP SPLICED TOGETHER, THE LAP SPLICE LENGTH SHALL BE TAKEN AS THE DEVELOPMENT LENGTH OF THE LARGER BAR OR THE CLASS B LAP SPLICE LENGTH OF THE SMALLER BAR, WHICHEVER PRODUCES THE LONGER LENGTH. #3CONCRETE STRENGTH (PSI)#4#5#6#7#8#9#3#4#5#6#7#8#945001824293551597013182327404551DEVELOPMENT LENGTH/CLASS A LAP SPLICECLASS B LAP SPLICEMULTIPLIERCONDITION1.30EPOXY COATED OR ZINC AND EPOXY DUAL-COATED TOP REINFORCEMENT1.50- EPOXY COATED OTHER (NOT TOP) BARS- CLEAR COVER LESS THAN ONE BAR DIAMETER- CENTER TO CENTER SPACING LESS THAN THREE BAR DIAMETERSBAR SIZE#3LAP SPLICE AND DEVELOPMENT LENGTH (Ld) SCHEDULE FOR REINFORCING BARS IN GROUTED CMULENGTHS ARE SHOWN IN INCHES12" CMUUNCOATEDEPOXY COATED#4#5#6#7#8121525122433503954637213NOTES:1. LENGTHS SHOWN ARE IN INCHES.2. APPLY UNLESS SPLICES AND DEVELOPMENT LENGTHS ARE NOTED OTHERWISE ON DRAWINGS.3. "OTHER" INDICATES REBAR POSITIONED ANYWHERE OTHER THAN SINGLE BARS IN THE CENTER OF THE CMU THICKNESS. SEE MASONRY DETAILS FOR PLACEMENT.CENTER OTHER12 2236153649724554637219CENTER OTHER+*$12'$7(NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis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d10d16d20dCOMMONCOMMONSINKERBOX.148.148.131.1481 1/21 5/81 5/81 5/8NAIL SIZES SPECIFIED IN THESE CONSTRUCTION DOCUMENTS SHALL BEPER THE REQUIREMENTS NOTED ABOVE, EXCEPT AS NOTED OTHERWISE PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 1 1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE FOR TOP PLATES AND DOUBLED 2x MEMBERS WHERE THE NAIL PENETRATION WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH TO OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED. WHERE WOOD TENDS TO SPLIT, REPLACE MEMBERS AND PREDRILL HOLES.USE HOT DIPPED GALVANIZED NAILS AT EXPOSED CONDITIONS AND AT PRESSURE-PRESERVATIVE TREATED AND FIRE-RETARDANT TREATED WOOD.SIMPSON LUS FACE-MOUNTED HANGER OR EQUAL. MINIMUM SERVICE DOWNWARD CAPACITY = 300 LBS. MINIMUM SERVICE UPLIFT CAPACITY = 80 LBSLVL GIRDER SEE PLAN2x ROOF JOIST SEE PLANNOTES:1. ALLOWANCE FOR COLLATORAL HANGING LOAD IS 5 PSF. 2. MAX HANGER LOAD TO ANY RAFTER IS 40 LBS (2 LOADS OF 25 LBS MAY BE SUPPORTED FROM ONE RAFTER IF SPACED AT 5' MINIMUM). 3. CONSIDER ADDING HANGERS WITH CLOSER SPACING THAN TYPICAL TO KEEP LOADING UNDER MAXIMUMS STATED IN 2.4. P1000 (MIN SIZE) MAY BE USED TO SPREAD LOAD TO 2 RAFTERS TO ALLOW A SINGLE HANGER TO EXCEED CRITERIA STATED IN 2 ABOVE TO 80 LBS FOR ONE LOAD OR 25 LBS FOR 2 LOADS SPACED AT 5' MINIMUM. HANGEREQ EQP1000 OPTION SEE NOTE 8PIPING OR OTHER EQUIP1/2" DIA LAG SCREW (4" EMBED) TYPWD SHEATHING4'x8' WOOD SHEATHING PANEL, STAGGER PANELS SEE PLANDIAPHRAGM BOUNDARYPERIMETER OR SHEAR WALLDIAPHRAGM BOUNDARYNAILINGPANEL EDGE NAILINGCONT PANEL JOISTNAILING ALONG CONT PANEL JOINT 8d AT 6"OCNAILING 8d AT12"OC IN FIELD2x BLOCKING MEMBERS AT ALL PANEL JOINTSROOF FRAMINGCMU WALLSEE PLANCELLS BELOW LVL BEARING SHALL BE FULLY GROUTEDLVL SEE PLANPRESSURE TREATED NAILER, ATTACH TO CMU W/ PAFs @ 6"OC, STAGGEREDWRAP ALL SIDES OF LVL W/ POLY SHEET. INFILL W/ CMU AND GROUT SOLIDSIMPSON MTSM STRAP OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 500 LBSWOOD SHEATHINGSEEPLANCONT BOND BEAM BELOW LVL BEARING W/ (2) #51SIMPSON CC OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 800 LBSLVL GIRDER SEE PLANHSS COLUMN SEE PLANLVL PURLIN SEE PLANSIMPSON CCOS5.50 OR APPROVED EQUIVALENT. MINIMUM SERVICE UPLIFT CAPACITY = 800 LBS(4) SELF-TAPPING SCREWS BY CONNECTOR SUPPLIERPL 1/2x10"x1'-6"1/4DIMENSIONAL LUMBER JOIST.SEE PLANLOW LVL BEAM SEE PLAN2x ROOF JOIST SEE PLANSIMPSON H1 OR APPROVED EQUIVALENT. MIMINUM SERVICE UPLIFT CAPACITY = 80 LBS(2) 3/4" Ø HEAVY HEX ANCHOR RODS CAST IN PLACE W/ 16" EMBED IN CMU WALL, CENTER IN LVL. PROVIDE DOUBLE NUTCMU WALL REINFORCEMENTPER PLAN #4 HAIRPIN AT EA ANCHOR ROD THUS:(3) GROUTED CELLS AT WALL ENDSEE PLANLVLSEE PLAN 4'-6"WRAP ALL SIDES OF LVL W/ POLY SHEET, INFILL W/ CMU AND GROUT SOLIDPL 3/4x4x1'-4"3"VARIES1" MINEXT WALLSEE ARCHSTUD CLIP BY STUD SUPPLIERSHEATHINGSEE PLANTDESEE PLAN#12 WOOD SCREWS @ 8"OCROOF EDGE MEMBERSEE PLANCONT BENT PL 1/4". ROLLED TO MATCH ROOF CURVATURE2"2" EQ EQ 2"(3) 1/2" LAG SCREWS W/ 6" PENETRATIONLVLSEE PLAN5"(2) 3/4"Ø THRU BOLTS W/ BEVELED WASHERSCUT AT FABRICATOR'S OPTIONLVLSEE PLAN2"$(2) 3/8" STIFFENER KERFED IN BEAM6(&7,21$1"2 1/2"3"3"3/8" PL TYP1/4" PLLVLSEE PLANLVLSEE PLAN2 1/2"STIFFENER KERFED IN BEAM1'-2"1/45/16TYP+*$12'$7(NO DESCRIPTION DATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO800 Washington Ave N, Suite 600Minneapolis, MN 55401127)25&216758&7,21$0&?8VHUV?VHODXUHQS?'RFXPHQWV?5HYLW/RFDO)LOHV?6$GDWK-HVKXUXQ3DYLOLRQBOSLHSKRUYW6PROJECTDETAILS$XWKRUNTS7<3,&$/1$,/6&+('8/(1 1/2" = 1'-0"7<3,&$/',0(16,21$/-2,6772/9/*,5'(5&211(&7,211" = 1'-0"+$1*,1*/2$'&5,7(5,211/2" = 1'-0"%/2&.('',$3+5$*01$,/,1*3/$11" = 1'-0"7<3,&$//9/&211(&7,2172&08:$//1" = 1'-0"7<3,&$//9/&211(&7,2172+66&2/8011 1/2" = 1'-0"6(&7,21$7&$17,/(9(5('-2,673/4" = 1'-0"6(&7,21$7/9/%($5,1*21&083" = 1'-0"7<3,&$/522)('*(1 1/2" = 1'-0"6(&7,216.3 CONDUIT CONCEALED IN WALL OROVERHEADCONDUIT CONCEALED IN OR BELOWFLOORCONDUIT INSTALLED EXPOSEDCONDUIT VERTICAL TRANSITIONCONDUIT STUBBED OUTCONDUIT SEALEXISTING CONDUITEXISTING CONDUIT INTERCEPTEDSINGLE CHANNEL SURFACE RACEWAYDUAL CHANNEL SURFACE RACEWAYPLUG STRIP3/4"C #8ELP12,4,6A23bPTR2L6-30EF-1TGROUND BUS BAR**FIRE ALARM CONTROL CONNECTIONSUSPENDED MOUNTED LIGHT FIXTURESEMERGENCY LIGHTING UNIT WITH BATTERY PACKPOST TOP LIGHT FIXTUREARROW OF LIGHT FIXTURE INDICATESAIMING DIRECTIONWALL MOUNTED LIGHT FIXTUREPOLE MOUNTED LIGHT FIXTURELIGHT TRACKEXIT SIGN SHADED PORTION OF EXIT SIGN INDICATES FACE(S) TO BE ILLUMINATED.RECESSED INDIRECT LIGHT FIXTURE(ORIENTATION OF BASKET INDICATED BYLINE IN CENTER OF FIXTURE)SURFACE MOUNTED LIGHT FIXTURES ONLIFE SAFETY (S) POWER CIRCUITRECESSED LIGHT FIXTURES ON LIFE SAFETY(S) POWER CIRCUITSURFACE MOUNTED LIGHT FIXTURES ONCRITICAL POWER CIRCUITRECESSED LIGHT FIXTURES ON CRITICALPOWER CIRCUITEMERGENCY DUPLEX W/ USB COMBO18"IGISOLATED GROUND DUPLEX W/ USB COMBODUPLEX W/ USB COMBO18"18"18"SINGLE RECEPTACLESWITCHED OR SPLIT WIRED RECEPTACLE18"EMERGENCY DOUBLE DUPLEX 125VRECEPTACLEGFCI PROTECTED DOUBLE DUPLEX 125VRECEPTACLEFLOOR BOX CAST-IN-PLACEPOKE THROUGHL5-20CEILING MOUNTED DUPLEX 125VRECEPTACLE18"EMERGENCY DUPLEX 125V RECEPTACLE**JUNCTION BOX18"DOUBLE DUPLEX 125V RECEPTACLE18"PEDESTAL DUPLEX 125V RECEPTACLESERVICE FITTING18"18"**POWERDUPLEX 125V RECEPTACLEGFCI PROTECTED DUPLEX 125V RECEPTACLESPECIAL PURPOSE RECEPTACLE. LABELINDICATES RECEPTACLE TYPE.46"DIGITAL TIME SWITCH46"PSWITCH WITH PILOT LIGHTK46"KEY OPERATED SWITCH46"44 WAY SWITCH246"2 POLE SWITCHL46"LOW VOLTAGE SWITCH**DIMMING PHOTO SENSORD46"DIMMER SWITCH**VACANCY SENSOR(MANUAL ON OCCUPANCY)46"46"46"46"**SWITCHESSINGLE POLE SWITCH33 WAY SWITCHMMOMENTARY CONTACT SWITCHWPWEATHERPROOF SWITCHOCCUPANCY SENSORSURFACE MOUNTED LIGHT FIXTURESRECESSED MOUNTED LIGHT FIXTURES**VARIABLE SPEED DRIVEVSD**DRY TYPE TRANSFORMER -CEILING/WALL MOUNTTPS********ADDRESSABLE CONTROLMODULEADDRESSABLE MODULEBEAM DETECTOR TRANSMITTERFUSED STARTER46"FIRE ALARM PHONE JACK**BEAM DETECTOR RECEIVER**********************************************LIGHTING******FIRE ALARMSMOKE DETECTORDUCT SMOKE DETECTORSPRINKLER FLOW SWITCH****46"TAMPER SWITCHDAMPER OPERATOR W/MONITOR MODULEFIRE ALARM MANUAL STATIONCLG MTD OR80"CLG MTD OR 80"CLG MTD OR 80"FIRE ALARM AUDIO-VISUAL UNITFIRE ALARM VISUAL UNITFIRE ALARM AUDIO UNIT**HEAT DETECTOR********POWER DISTRIBUTIONMOTORSAFETY DISCONNECT SWITCHCOMBINATION STARTERDRY TYPE TRANSFORMER-FLOOR MOUNT******POWER OR DISTRIBUTION PANELSURFACE MTD PANELBOARDFLUSH MTD PANELBOARDCONDUIT AND WIRINGTDASSFOPJVSCMMMHSFSTSFFFFELECTRICAL SHEET INDEXDESCRIPTIONSYMBOLELECTRICAL SYMBOLSNOMINAL MOUNTING HEIGHTDESCRIPTIONSYMBOLNOMINAL MOUNTING HEIGHTSYMBOL EXPLANATION1 UPPER CASE LETTERS WITH NUMBER INDICATES LUMINAIRE TYPE. (REFER TO THE E500 LUMINAIRE SCHEDULE)2 NUMBER INDICATES CIRCUIT CONNECTION. 3. LOWER CASE LETTER INDICATES CONTROL DEVICE.SPECIAL RECEPTACLES. THE NEMA STANDARD TYPE IS SHOWN WITH AN UPPER CASE LETTER. TYPE AS NOTED. EXAMPLE: NEMA L6-30R, 250V, SINGLE PHASE, 30A, TWIST-LOCK RECEPTACLE THE CIRCUIT DESIGNATION IS SHOWN BY NUMBER ADJACENT TO EQUIPMENT. ABBREVIATION NEXT TO CIRCUIT NUMBER INDICATES A DEDICATED CIRCUIT FOR THAT TYPE OF EQUIPMENT.EXAMPLE: WALL MOUNTED DUPLEX RECEPTACLE ON DEDICATED CIRCUIT NUMBER 2 FOR A PRINTER.SYMBOL WITH EQUIPMENT IDENTIFICATION. SEE MECHANICAL EQUIPMENT SCHEDULE FOR COMPLETE ELECTRICAL INFORMATION. EXAMPLE: EXHAUSTFAN #1PLAN KEY NOTE. SEE KEY NOTE SCHEDULE ON THAT DRAWING. ARROW POINTS TO THE ITEM TO WHICH THE NOTE APPLIES.INDIVIDUAL HOME RUN TO BRANCH CIRCUIT PANELBOARD. PANELBOARD AND CIRCUIT DESIGNATION ARE PLACED ADJACENT TO HOMERUN ARROW. REFER TO PANEL SCHEDULES FOR AMPS AND NUMBER OF POLES. EXAMPLE: HOMERUN TO PANEL ELP1. UNDESIGNATED TICK MARKS INDICATE #12 CONDUCTORS; NO TICK MARKS INDICATE 2 #12 CONDUCTORS. CONDUCTOR SIZES INDICATED ADJACENT TO SLASH MARKS SHALL APPLY TO ENTIRE CIRCUITS. PROVIDE MINIMUM #12 AWG CONDUCTORS FOR HOMERUNS, #10 AWG CONDUCTORS FOR HOMERUNS THAT EXCEED 100 FEET (30480mm) FOR 120 VOLT CIRCUITS AND 250FEET (76200mm) FOR 277 VOLT CIRCUITS. HOMERUNS SHALL BE CONSIDERED TO ORIGINATE FROM THE POWER SOURCE TO THE FIRST PIECE OF EQUIPMENT OR DEVICE.GENERAL NOTESABBREVIATIONSMISCELLANEOUSDASHED SYMBOL INDICATES EXISTING DEVICES TO BE REMOVED.120V CONTROLLED RECEPTACLESDUPLEX 120V RECEPTACLE - FULL CONTROLLEDDUPLEX 120V RECEPTACLE - HALF CONTROLLEDQUAD 120V RECEPTACLE - FULL CONTROLLEDQUAD 120V RECEPTACLE - HALF CONTROLLEDGFCI QUAD 120V RECEPTACLE - FULL CONTROLLEDGFCI QUAD 120V RECEPTACLE - HALF CONTROLLED18"18"18"18"18"18"** SEE ONE-LINE/RISER DIAGRAMS AND FEEDER SCHEDULE DRAWINGS FOR ADDITIONAL SYMBOLS AND EQUIPMENT NAMING CONVENTIONS.DESCRIPTIONSYMBOLNOMINAL MOUNTING HEIGHT46"MMCSMANUAL MOTOR CONTROL SWITCH46"MSSMOTOR STARTER SWITCHGENERAL NOTES:A. ELECTRICAL ORDINANCES:ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND FEDERAL LAWS OR ORDINANCES GOVERNING THE PROJECT. IF, IN ANY INSTANCE, THE PLANS AND SPECIFICATIONS ARE IN DIRECT CONFLICT WITH SUCH CODES, LAWS OR ORDINANCES, THE CODE, LAWS AND ORDINANCES SHALL HAVE JURISDICTION AND THE WORK IN QUESTION SHALL BE INSTALLED ACCORDING TO THE CODES, LAWS AND ORDINANCES. ALL WORK SHALL BE INSTALLED UNDER THE SUPERVISION OF A LICENSED MASTER ELECTRICIAN.B. BRING DISCREPANCIES SHOWN ON DIFFERENT DRAWINGS AND BETWEEN DRAWINGS AND SPECIFICATIONS OR BETWEEN DOCUMENTS AND FIELD CONDITIONS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.C. COORDINATE ELECTRICAL INSTALLATION WITH ALL OTHER CONTRACTORS AND OWNER FOR THE LOCATION AND SIZES OF ALL EQUIPMENT PRIOR TO ROUGH-IN. SHOULD ELECTRICAL WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS OR OWNER, SUCH WORK SHALL BE CHANGED WITH NO ADDITIONAL COST TO OWNER.D. MOUNT EQUIPMENT AT NOMINAL MOUNTING HEIGHT INDICATED IN ELECTRICAL SYMBOL SCHEDULE UNLESS NOTED OTHERWISE ON THE FLOOR PLANS OR DETAILED IN ARCHITECTURAL ELEVATIONS. DIMENSION SHOWN IS TO CENTER LINE OF BOX. SEE ARCHITECTURAL INTERIOR AND EXTERIOR ELEVATIONS FOR EXACT LOCATION OF WALL MOUNTED DEVICES AND LIGHT FIXTURES. E. CONDUCTORS SHALL BE COPPER, UNLESS SPECIFIED OTHERWISE. BUILDING POWER WIRING SHALL HAVE THHN/THWN INSULATION. CONDUCTOR AMPACITY SHALL BE BASED ON TABLE 310-16 OF THE NEC. USE 60-DEGREE C RATING FOR CIRCUITS TERMINATING ON DEVICES RATED BELOW 100A. USE 75-DEGREE RATING FOR CIRCUITS TERMINATING ON DEVICES AND IN ENCLOSURES RATED 100A AND OVER.F. INSTALL INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR WITH ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, SIZED IN ACCORDANCE WITH NEC ARTICLE 250. G. DRAWINGS INDICATE DESIGN LOADS, VOLTAGES, CORRESPONDING CONTROL EQUIPMENT, FEEDERS AND OVER CURRENT DEVICES. IF EQUIPMENT ACTUALLY FURNISHED HAVE LOADS OTHER THAN THOSE INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN, CONTROL EQUIPMENT, FEEDERS AND OVER CURRENT DEVICES SHALL BE ADJUSTED IN SIZE ACCORDINGLY AT NO ADDITIONAL COST TO THE OWNER. SUCH ADJUSTMENT SHALL BE SUBJECT TO THE REVIEW OF THE ARCHITECT PRIOR TO ACCEPTANCE OR PURCHASE.H. ALL DEVICES SHALL BE INSTALLED TO COMPLY WITH ADA STANDARDS FOR ACCESSIBLE DESIGN.I. IN GENERAL, BRANCH CIRCUIT CONDUIT AND WIRE IS NOT SHOWN. PROVIDE CONDUIT AND WIRE TO CONNECT DEVICES TO CIRCUITS SHOWN. WIRE FILL AND CONDUCTOR SIZE SHALL BE AS SPECIFIED. PROVIDE A MAXIMUM OF THREE PHASE CONDUCTORS IN A SINGLE HOME RUN. PROVIDE A DEDICATED NEUTRAL FOR EACH PHASE CONDUCTOR UNLESS OTHERWISE NOTED. INSTALL PULL BOXES AND JUNCTION BOXES AS REQUIRED TO AID IN THE INSTALLATION OF CABLES AND CONDUCTORS. LABEL LOCATION OF POWER CIRCUITS ON COVER OF ALL RECEPTACLES AND ON COVER OF JUNCTION BOXES AND BOXES ASSOCIATED WITH EQUIPMENT. INCLUDE PANEL AND CIRCUIT IDENTIFICATION. LABEL LOCATION OF POWER CIRCUITS ON COVER OF ALL LIGHT SWITCHES. INCLUDE PANEL AND CIRCUIT IDENTIFICATION.J. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR FINAL LOCATION OF CEILING MOUNTED EQUIPMENT. MOUNT RECESSED CEILING FIXTURES WITH FLEXIBLE METAL CONDUIT OF LENGTH REQUIRED TO MEET MOUNTING LOCATION AND NEC REQUIREMENTS. MAXIMUM FLEXIBLE CONDUIT LENGTH SHALL BE (6') SIX FEET (1828mm).K. INSTALL ALL ITEMS NECESSARY TO COMPLETE THE INSTALLATION. TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT, DEMOLITION OR INSTALLATION.L. SUBMIT SHOP DRAWINGS OF ALL NEW EQUIPMENT, DEVICES, FIXTURES AND CABLES/CONDUCTORS TO BE INSTALLED IN SYSTEM FOR WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.M. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.N. ELECTRICAL DEVICES, LIGHT FIXTURES, AND EQUIPMENT SHOWN AS DASHED ARE TO BE DEMOLISHED. ELECTRICAL DEVICES/EQUIPMENT SHOWN WITH LIGHT SOLID LINE TYPE ARE EXISTING TO REMAIN. ANY ITEMS TO BE TURNED OVER TO FACILITIES MANAGEMENT WILL BE NOTED.O. MAINTAIN FIRE RATING WHERE RACEWAYS, CABLING, DEVICES, ETC. PENETRATE A FIRE RATED STRUCTURE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED WALLS AND CEILINGS. FIRE PROOF ALL PENETRATIONS AS REQUIRED.P. SEAL INTERIOR OF ALL CONDUITS WHERE THEY PENETRATE WALLS, FLOORS, OR CEILINGS ENTERING OR EXITING STAIRWELLS.Q. COORDINATE DOOR HARDWARE REQUIREMENTS WITH ARCHITECTURAL DOOR HARWARE SCHEDULE AND SPECIFICATIONS SECTION 087100.R. EXISTING EQUIPMENT, DEVICES, AND LIGHTS INDICATED ON PLAN WERE TAKEN FROM EXISTING PLANS AND SHALL NOT BE CONSIDERED 100% ACCURATE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO FIELD VERIFYING LOCATIONS OF EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WHICH MAY AFFECT ANY WORK UNDER THIS CONTRACT.POWER NOTES:S. PROVIDE AN ALLOWANCE FOR (3) 120V 20A BRANCH CIRCUITS PER LEVEL TO SERVE BUILDING AUTOMATION CONTROL PANELS AND VAV TERMINAL UNIT CONTROLLERS. ALLOW FOR A MINIMUM DISTANCE OF 100 FEET (30480mm) PER CIRCUIT. FINAL CIRCUIT QUANTITIES AND LOCATIONS SHALL BE COORDINATED WITH THE BUILDING AUTOMATION CONTRACTOR.T. PROVIDE RED CIRCUIT BREAKER "LOCK-ON" DEVICES FOR FACP CIRCUIT(S); INCLUDING BUT NOT LIMITED TO THE MAIN FIRE ALARM CONTROL PANEL, NETWORK FIRE-ALARM PANELS, NAC, AMP, AND SLC POWER SUPPLIES, RELEASING PANELS, SMOKE/ FIRE DAMPERS, DRY-PIPE COMPRESSORS, ETC.LIGHTING NOTES:U. PROVIDE AUXILIARY CONTACTS WITH ALL OCCUPANCY AND VACANCY SENSORS FOR BAS/BMS STATUS OUTPUT. V. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF LUMINAIRES IN MECHANICAL ROOMS WITH DUCTS, PIPES, AND EQUIPMENT. MOUNT LUMINAIRES BELOW DUCTS AND PIPES AND DO NOT MOUNT LUMINAIRES OVER EQUIPMENT. SUPPORT LUMINAIRES INDEPENDENTLY OF DUCTS, PIPES, AND EQUIPMENT.W. LIGHT SWITCHES SHALL BE MOUNTED ON LATCH SIDE OF DOOR, WITHIN 12 INCHES (305mm) OF DOOR/SIDELIGHT FRAMING, UNLESS NOTED OTHERWISE. LIGHT SWITCHES INSTALLED ADJACENT TO DOOR SWINGS SHALL BE MOUNTED CLEAR OF DOOR SWING AND WITHIN 12 INCHES (305mm) OF DOOR IN OPEN POSITION. COORDINATE LOCATION WITH OTHER WALL DEVICESFIRE ALARM NOTES:Y. PROVIDE FIRE ALARM CONTROL MODULE FOR DAMPER CONTROL. DAMPERS SHALL CLOSE PER SMOKE COMPARTMENT ZONES. REFER TO LIFE SAFETY PLANS AND MECHANICAL PLAN. PROVIDE 120V EMERGENCY EQUIPMENT POWER CONNECTION TO EACH DAMPER. DAMPERS CAN BE COMBINED ON A DEDICATED CIRCUIT TO A MAXIMUM LOAD OF 10A AND A MAXIMUM QUANTITY OF SEVEN DAMPERS. REFER TO DAMPER MANUFACTURER FOR LOAD REQUIREMENTS. PROVIDE CIRCUIT BREAKER "LOCK-ON" IN PANEL.Z. MOUNT SMOKE DETECTORS AT LEAST 4 INCHES (102mm) FROM WALL, 12 INCHES (305mm) FROM ANY SPRINKLER, AND 3 FEET (914mm) FROM SUPPLY AIR DIFFUSERS.AA. FINAL FIRE ALARM CEILING DEVICES LOCATED IN OPEN CEILINGS SHALL BE COORDINATED IN THE FIELD WITH OTHER CEILING ELEMENTS PRIOR TO INSTALLATION. FIRE ALARM CEILING DEVICES SHALL NOT BE CONCEALED FROM VIEW BY OTHER DISCIPLINE ELEMENTS. WHERE DISCREPANCIES ARISE CONTACT THE ENGINEER OF RECORD.BB. COORDINATE WITH MECHANICAL DRAWINGS AND ARCHITECTURAL LIFE SAFETY PLANS FOR LOCATIONS AND QUANTITIES OF FIRE SMOKE DAMPERS AND DAMPER OPERATORS.CC. FOR WALL FIRE ALARM DEVICE LOCATIONS SPECIFIED FOR ROUGH-IN, PROVIDE RED 4 11/16 INCH (119mm) DEEP SQUARE JUNCTION BOX WITH SINGLE-GANG TRIM-RING. DD. WHERE SMOKE AND HEAT DETECTORS ARE WALL MOUNTED OR PENDANT SUSPENDED DEVICES, SHALL NOT BE INSTALLED LOWER THAN 12 INCHES (305mm) BELOW THE CEILING LINE.EE. WHERE DUCT SMOKE DETECTORS ARE INSTALLED FOR DAMPER CLOSURE FUNCTION OR HVAC UNIT SHUT DOWN FUNCTION SHALL BE INSTALLED WITHIN 5 FEET (1524mm) OF THE ASSOCIATED DAMPER OR HVAC UNIT.** SEE DRAWING, SPECIFICATION OR LIGHTINGFIXTURE SCHEDULE FOR MOUNTING HEIGHTJ(37UL-924 EMERGENCY POWER TRANSFER DEVICE LVS CONTROLS OR EQUAL. ****ELECTRIC LOCKWCLG18"VOICE OUTLETKP46"CARD READER W/ KEY PAD****46"****CLGDELAYED EGRESSREQUEST TO EXIT - MOTION SENSORREQUEST TO EXIT - BUTTONDOOR CONTROLLERPOWER TRANSFER HINGEGLASS BREAK SENSOR46"PUSHBUTTONWAPWIRELESS LAN OUTLETMONITOR**DURESS BUTTON**54"VOLUME CONTROL84"SPEAKER84"CLOCKCLGPROJECTOR OUTLET**MICROPHONE JACK54"INTERCOM18"DATA OUTLET46"IDS ACTIVATION/DEACTIVATION KEYPADCLGSIREN**MOTION SENSOR - CEILING MOUNTEDCEILING MOUNTED SURVEILLANCE CAMERACLG**ELECTRIC STRIKECOMMUNICATION48"**18"TV OUTLETVOICE/DATA OUTLETWALL PHONE VOICE OUTLETSECURITY46"120"**CARD READERSURVEILLANCE CAMERADOOR CONTACT**MAGNETIC LOCKMONMMMELELELSCRCRCRDEDEDEXXXXXXCCCPHPHPHGBGBGBKPKPKPSSSDBESESESCRCRCRMLDCDCDCVCPMSTATIONCORRIDOR DOME LIGHT84"STAFF ASSIST STATIONMASTER STATIONSTAFF STATIONCODE BLUE STATIONTOILET EMERGENCYSSATDUTY STATIONDBM46"46"46"46"46"46"NURSE CALL STATIONNURSE CALL46"NNNNNNNNTV IDS180° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERA270° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERA360° PANORAMIC CEILING MOUNTED SURVEILLANCE CAMERACLGSPEAKERS18"AUDIO VISUAL BACK BOXAVCLGCLGCLG+*$12'$7(NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0('$7(5(*,675$7,21180%(5800 Washington Ave N, Suite 600Minneapolis, MN 55401$0&?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALGENERALNOTES ANDSYMBOLS$XWKRU-26(3+%:(77(51$&+$35,/UTP UNSHIELDED TWISTED PAIRVVOLTVA VOLT-AMPEREVEND VENDINGVGA VIDEO GRAPHICS ARRAYVSD/VFD/VFCVARIABLE SPEED DRIVE/ FREQUENCY DRIVE /FREQUENCY CONTROLLERWWATTWAP WIRELESS ACCESS POINTWP WEATHER-PROOFXFMR TRANSFORMERNEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFPA NATIONAL FIRE PROTECTION AGENCYNFSS NON-FUSED SAFETY SWITCHNTS NOT TO SCALEOC ON CENTEROCPD OVER CURRENT PROTECTIVE DEVICEPPOLEPB PULL BOXPF POWER FACTORPH or Ø PHASEPNL PANELPOS POINT OF SALEPR PAIRPRI PRIMARYPTR PRINTERPTZ PAN TILT ZOOMPVC POLYVINYL CHLORIDERCPT RECEPTACLEREF REFRIGERATORRF RADIO FREQUENCYRX RECEIVE/RECEIVERSEC SECONDARYSM SINGLEMODESPD SURGE PROTECTION DEVICEST SHUNT TRIPSTP SHIELDED TWISTED PAIRTBB TELECOMMUNICATIONS BONDING BACKBONETELECOM TELECOMMUNICATIONSTGB TELECOMMUNICATIONS GROUNDING BUSBARTIATELECOMMUNICATIONS INDUSTRIESASSOCIATIONTYP TYPICALUL UNDERWRITERS LABORATORIESUNOUNLESS OTHERWISE NOTED/UNLESS NOTEDOTHERWISEUPS UNINTERRUPTABLE POWER SUPPLYGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT INTERRUPTERGND GROUNDHH HANDHOLEHMT HARMONIC MITIGATING TRANSFORMERHP HORSE POWERHRZ HORIZONTALH]HERTZI/O IN-BOARD/OUT-BOARDIG ISOLATED GROUNDIP INTERNET PROTOCOLIPC INTERGRATED POWER CENTERIR INFRAREDkH]KILOHERTZKK KIRK KEYKV KILOVOLTKVA KILOVOLT-AMPEREKW KILOWATTLAN LOCAL AREA NETWORKLCP LIGHTING CONTROL PANELLEDLSI LONG TIME SHORT TIME INSTANTANEOUSLV LOW-VOLTAGEMCA MINIMUM CIRCUIT AMPACITYMCB MAIN CIRCUIT BREAKERMH MANHOLEMLO MAIN LUG ONLYMM MULTI-MODEMMCS MANUAL MOTOR CONTROL SWITCHMOCP MAXIMUM OVERCURRENT PROTECTIONMSS MOTOR STARTER SWITCHMV MEDIUM VOLTAGEMW MICROWAVENNEUTRALNAC NOTIFICATION APPLIANCE CIRCUITNEC NATIONAL ELECTRICAL CODEA or AMP AMPEREA/V or AV AUDIO/VISUALAC ALTERNATING CURRENTACS AUTOMATIC CONTROL SYSTEMAFF ABOVE FINISHED FLOORAIC AMPERE INTERRUPTING RATINGAL ALUMINUMATS AUTOMATIC TRANSFER SWITCHAUX AUXILIARYAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBIO BIOMETRICBMSBUILDING MANAGEMENT SYSTEMCCONDUITCATV CABLE TELEVISIONCLG CEILINGCOFF COFFEE MAKERCU COPPERdB DECIBELDC DIRECT CURRENTDED DEDICATED CIRCUITDIA DIAMETERDSP DIGITAL SIGNAL PROCESSORDW DISH WASHERELEC ELECTRICALEMI ELECTROMAGNETIC INTERFERENCEEMT ELECTRICAL METALLIC TUBINGEWC ELECTRIC WATER COOLEREXST EXISTINGFA FIRE ALARMFAAP FIRE ALARM ANNUCIATOR PANELFACP FIRE ALARM CONTROL PANELFLA FULL-LOAD AMPEREFP FURNITURE POWERFSS FUSED SAFETY SWITCHGAP GENERATOR ANNUCIATOR PANELE000 ELECTRICAL GENERAL NOTES AND SYMBOLSE030 ELECTRICAL SITE PLANE100 ELECTRICAL PLANE600 SPECIFICATIONS6.3 6'-0"12'-0"6'-0"A1BCD1257+/,1(2)7+(12)7+(6:2)7+(6:2)6(&751257+/,1(2)7+(12)7+(6:2)7+(6:2)6(&75$/,1(3$5$//(/:,7+7+(($67/,1(2)7+(12)7+(6:2)7+(6:2)6(&6+58%6%8,/',1*LALA2+(2+(GENERAL NOTESA. SITE UTILITY SCOPE TO BE COORDINATED WITH LOCAL UTILITIES.B. CONDUIT ROUTES AS SHOWN ARE DIAGRAMMATIC IN NATURE. FIELD VERIFY ACTUAL CONDUIT ROUTES PRIOR TO INSTALLING CONDUIT. PULLBOXES PROVIDE PULL BOXES FOR SITE CABLING AS REQUIRED, BUT NOT TO EXCEED MORE THAN 200' BETWEEN BOXES.KEYNOTES:1. PROVIDE (1) 2" CONDUIT FROM PUMPHOUSE TO PANEL L2 IN PAVILION.2. PROVIDE HANDHOLE FOR PULLING CABLE.3. REFER TO 3/E100 FOR PANELBOARD MOUNTING.L2PUMPHOUSE+*$12'$7(NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0('$7(5(*,675$7,21180%(5800 Washington Ave N, Suite 600Minneapolis, MN 55401$0&?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALSITE PLAN$XWKRU-26(3+%:(77(51$&+$35,/1" = 20'-0"1SITE PLAN NEW6.3 77GENERAL NOTESA. REFER TO ME800 SHEET FOR ADDITIONAL MOTOR INFORMATION.B. COORDINATE LOCATION AND MOUNTING OF DEVICES WITH MILLWORK AND CASEWORK.C. COORDINATE DEVICE LOCATIONS AND ELEVATIONS AT ALL WORKSTATIONS WITH FINAL FURNITURE PLANS AND SHOP DRAWINGS PRIOR TO DEVICE ROUGH-IN.D. ELECTRICAL & SYSTEMS DEVICES & EQUIPMENT SHOWN AS SCREENED ARE EXISTING TO REMAIN. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS OF EXISTING SYSTEMS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WHICH MAY AFFECT ANY WORK UNDER THIS CONTRACT.E. REFER TO THE ARCHITECTURAL DETAILS AND ELEVATION DRAWINGS FOR COORDINATION OF ELECTRICAL DEVICES.F. DEVICES AND EQUIPMENT SHALL BE CIRCUITED FROM PANELS AS INDICATED BY THE CIRCUITING BOUNDARY SHOWN ON THE PLAN UNLESS NOTED OTHERWISE.G. CONDUIT AND WIRING MAY NOT BE SHOWN GRAPHICALLY ON THE PLANS. HOWEVER IT SHALL BE PROVIDED COMPLETE AS REQUIRED BASED ON IDENTIFICATION OF CIRCUIT NUMBERS, RELAY NUMBERS, SWITCHING IDENTIFICATION, MOTOR EQUIPMENT SCHEDULE, PANEL BOUNDARIES, SPECIFIED MINIMUM CONDUIT SIZE, SPECIFIED MINIMUM CONDUCTOR SIZES, AND/OR SPECIFIED MINIMUM GROUNDING.H. REFER TO ONE-LINE DIAGRAMS FOR ADDITIONAL INFORMATION FOR FEEDERS AND ELECTRICAL EQUIPMENT.L2IR-4IR-3IR-2IR-11ABCDDS11aDS11aDS21aDS11aDS11aDS11aDS11aDS11aDS21aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS11aDS21aDS21aDS21aDS31bDS31bDS31bDS31bDS31bDS31bDS31bDS31bDS31babXW11XW11DS11aDS11aEXIST.PANELL1PROVIDE 100A 3 POLE BREAKER IN EXISTING PANELPUMPHOUSE2" C. W/3# 3/0CU W/ 1#4G.L2120/240V100AKEYNOTES:1. PROVIDE TIMER SWITCHES WITH MAXIMUM TIMEOUT OF 2 HOURS. PROVIDE WEATHERPROOF ENCLOSURE FOR TIMER SWITCHES. 2. PROVIDE ROOF MOUNTED PHOTOCELL TO CONTROL XW1 FLOODLIGHTS. COORDINATE FINAL FLOODLIGHT MOUNTING LOCATION WITH SIGN LOCATION. 3. PROVIDE THIS DS2 DOWNLIGHT IF ADD ALTERNATE WOOD PERIMETER PANELS ARE BEING INSTALLED. AIM ADJUSTABLE DOWNLIGHT TOWARD WOOD PANEL TO WASH IT. 4. IF ADD ALTERNATE WOOD PERIMETER PANELS ARE BEING INSTALLED, AIM ADJUSTABLE DOWNLIGHT TOWARDS WOOD PANEL TO WASH IT. IF WOOD PERIMETER PANELS ARE NOT BEING INSTALLED, AIM DOWNLIGHT STRAIGHT DOWN. 5. PROVIDE CONNECTION TO IR HEATER. COORDINATE INSTALLATION AND REQUIREMENTS OF CONTROLS SYSTEM WITH IR HEATER SUPPLIER.1'-0"LINE BELOW GRADE PORTION OF POST IN PLASTIC SLEEVE POST PROTECTOR OR EQUALGRAVEL BACKFILL5'-0" MIN(2) 2x4 PRESSURE TREATED(2) 2x4 PRESSURE TREATED4x4 PRESSURE TREATED POSTS2'-0"DIAPLAIN CONCRETE BASENEMA 3R PANELBOARD+*$12'$7(NO DESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0('$7(5(*,675$7,21180%(5800 Washington Ave N, Suite 600Minneapolis, MN 55401$0&?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(ELECTRICALPLAN$XWKRU-26(3+%:(77(51$&+$35,/1/4" = 1'-0"1ELECTRICAL PLANELECTRICAL MECHANICAL EQUIPMENT SCHEDULETAG KW FLA VOLTAGE PHASE LOAD PANEL CIRCUIT # CONDUIT AND WIREDISCONNECTFURNISHEDDISCONNECTSIZEOTHER EQUIPMENT INTERLOCKS / REMARKSIR-1 3 12.5 240 V 1 3000 VA L2 2,4 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-2 3 12.5 240 V 1 3000 VA L2 3,5 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-3 3 12.5 240 V 1 3000 VA L2 6,8 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLSIR-4 3 12.5 240 V 1 3000 VA L2 7,9 3/4" C. W/ 2#10 & 1#12G ELECTRICAL 20A/2P COORDINATE EXACT REQUIREMENTS WITH HEATER CONTROLS2ELECTRICAL ONE-LINE/RISER DIAGRAMLUMINAIRE SCHEDULEAUTHOR:KBMTYPEDESCRIPTIONMOUNTINGLENSREFLECTORLAMPLUMENS BALLASTPOWER SUPPLY WATTS VOLTAGE MANUFACTURERCATALOG NUMBERE4UAL MANUFACTURERSNOTESDS1 RECESSED LED DOWNLIGHT, 3" APERTURE RECESSED CEILINGCOMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION, WIDEDISTRIBUTION1500 LM LED 3500K 90CRI 0-10V DIMMING16 VA120 V LIGHTOLIERLYTEPROFILE 3R-N P3R-DL-15-9-35-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2DS2 RECESSED ADJUSTABLE LED DOWNLIGHT, 3"APERTURERECESSED CEILINGCOMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION,30 DEGREEFLOOD1500 LM LED 3500K 90CRI 0-10V DIMMING20 VA120 V LIGHTOLIERLYTEPROFILE 3R-N P3R-A-15-9-35-FL-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2DS3 RECESSED ADJUSTABLE LED DOWNLIGHT, 3"APERTURERECESSED CEILINGCOMFORT CLEAR REFLECTOR WITH SELF-FLANGE TRIM, WET LOCATION, 30DEGREE FLOOD500 LM LED 3500K 90CRI 0-10V DIMMING10 VA120 V LIGHTOLIERLYTEPROFILE 3R-N P3R-A-05-9-35-FL-CC-P-Z1OU PRESCOLITE LITESTRY, USAI BEVELED 2.2XW1 ADJUSTABLE FLOOD LIGHTGROUND MOUNTEDBLACK FINISH, 40 DEGREE FLOOD DISTRIBUTION, HALF SNOOT750 LM LED 3000K 90CRI8 VA120 V ECOSENSEF080-1R-MO-30-90-40-K-HOR APPROVED EQUAL3PANELBOARD SUPPORT DIAGRAM1. NEMA 3RPDQHOERDUG NRWHV:Spare0 VA0.00%0 VA11 - Kitchen 65% (6 or more Items)0 VA0.00%0 VA10 - NS Intmtt Motor0 VA0.00%0 VA09 - Cooling Greater than 3 Hr0 VA0.00%0 VA08 - Cooling0 VA0.00%0 VA07 - Heating Greater than 3 Hr0 VA0.00%0 VA06 - Heating12000 VA100.00%12000 VATRWDO EVW. DHPDQG CXUUHQW:53 A05 - ETuipment Greater than 3 Hr 0 VA 0.00% 0 VATRWDO CRQQ. CXUUHQW:52 A04 - ETuipment 0 VA 0.00% 0 VATRWDO EVW. DHPDQG:12638 VA03 - Rcpt Non-DZlg 0 VA 0.00% 0 VATRWDO CRQQ. LRDG:12510 VA01 - Ltg510 VA125.00%638 VALRDG CODVVLILFDWLRQCRQQHFWHG LRDGDHPDQG FDFWRUEVWLPDWHG DHPDQGPDQHO TRWDOV6510 VA6000 VAPhase APhase B-- SPACE-- 1 41 -- --42 1 -- SPACE---- SPACE-- 1 39-- -- 40 1 -- SPACE---- SPACE-- 1 37 -- --38 1 -- SPACE---- SPACE-- 1 35-- -- 36 1 -- SPACE---- SPACE-- 1 33 -- --34 1 -- SPACE---- SPACE-- 1 31-- -- 32 1 -- SPACE---- SPACE-- 1 29 -- --30 1 -- SPACE---- SPACE-- 1 27-- -- 28 1 -- SPACE---- SPACE-- 1 25 -- --26 1 -- SPACE---- SPACE-- 1 23-- -- 24 1 -- SPACE---- SPACE-- 1 21 -- --22 1 -- SPACE---- SPACE-- 1 19-- -- 20 1 -- SPACE---- SPACE-- 1 17 -- --18 1 -- SPACE---- SPACE-- 1 15-- -- 16 1 -- SPACE---- SPACE-- 1 13 -- --14 1 -- SPACE---- SPACE-- 1 11-- -- 12 1 -- SPACE--9 1500 VA --10 1 -- SPACE--IR HEATER20 A 271500 VA 1500 VA 85 1500 VA 1500 VA62 20 A IR HEATERIR HEATER20 A 231500 VA 1500 VA 4LIGHTS20 A 1 1 510 VA 1500 VA22 20 A IR HEATERNRWHDHVFULSWLRQVAPSVPROHCKT A B CKT PROHAPSVDHVFULSWLRQVNRWHEQFORVXUH T\SH:MCB RDWLQJ:100 AMRXQWLQJ:RECESSEDWLUH:3MDLQV RDWLQJ:100 ASXSSO\ FURP:PKDVH:1MDLQV T\SH:MCBLRFDWLRQ:PAVILLIONDLVWULEXWLRQ S\VWHP:240/120VA.I.C RDWLQJ:10KAICPDQHO:L6.3 260500 COMMON WORK RESULTS FOR ELECTRICALA. General1. Scope: Project shall be provided with a complete electrical installation, including lighting, power, and signal systems in the building as defined in the drawings and specifications.2. Codes: Electrical work shall comply with the currently adopted National Electrical Code and all state and local codes that apply. Secure and pay for all permits, licenses and inspection fees, and coordinate all work with local inspection authorities.3. Quality Assurance: All materials shall be new and free from defects, bearing certification for use as required by Underwriter’s Laboratory, National Electrical Manufacturer’s Association, National Fire Protection Association, American Society for Testing and Material, American National Standards Institute, and other standards that apply. Material shall be assembled in a manner consistent with the highest standards of construction practice. Work such as carpentry, painting or welding related to the electrical construction shall be performed by persons skilled in the related trade.4. Testing and Adjustment: All electrical power systems shall be tested for insulation integrity and wiring continuity prior to energization. All grounding systems shall be tested for earth path resistance and continuity. After energization, phase rotation and voltage at distribution equipment and motors shall be verified, and all loads shall be balanced on the distribution system to within 5% of each other.5. Cutting, Patching and Excavation: Electrical Contractor shall be responsible for all cutting, patching, and excavation required by the work. All work shall be accomplished in a manner complying with the requirements of General Specifications. Do not cut or drill structural members without Structural Engineer approval.6. Rubbish Removal and Storage: Electrical Contractor shall remove all rubbish associated with the work at the end of the project and as required to prevent hazard. Electrical Contractor shall be responsible for obtaining and securing a space for material storage and staging. This space shall not interfere with construction nor shall it constitute a hazard.7. Cleaning, Painting and Labeling: All fixtures and equipment shall be cleaned free from construction dust, paint and foreign matter both externally and internally. All equipment shall be primed and painted or galvanized in a factory finish, or in the field if so specified, using methods to assure maximum durability. Provide a typewritten index in all panelboards and an engraved plastic laminate label identifying all distribution equipment, distribution panelboards, and major equipment disconnects and control devices. Using permanent marker, label each system junction box on the face of the cover in exposed construction and at the interior in finished construction.8. Shop drawings, Submittals, and Owner’s Manual: Shop drawings shall be submitted for approval on all devices and plates, distribution equipment, control equipment, light fixtures and lamps, specified utilization equipment and systems. Alternates to specified equipment may be proposed if submitted for approval ten days prior to bid date and time. No equipment shall be considered approved until such approval is made by Addendum. The Electrical Contractor shall maintain a set of accurate as-built drawings. Two copies of Owner’s manuals shall be assembled with operating and maintenance manuals for all building equipment and systems, copies of all shop drawings, specialized utilization procedures and as-built drawings. Manuals shall be submitted for approval.9. The drawings are diagrammatic. Field verify equipment, light fixture and device locations. Coordinate electrical work with the other trades.B. Outages: Outages shall be requested in writing, scheduled with the landlord, and coordinated with the electric utility where applicable. All work shall be done to minimize down time and inconvenience.2605 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLESA. Branch circuit conductors shall be THW or THWN/THHN solid copper through #10 and stranded copper #8 and larger. Minimum wire size is #12. 75 degree C ampacities shall be used for sizing conductors and conduit fill shall conform to NEC. Feeder conductors #6 and larger shall be THW or THWN/THHN. All conductors shall be in raceways with color coded insulation and each voltage system shall be separately identified.260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSA. Provide grounding of all equipment comprising a permanent bonding together of all metallic, non-current carrying parts of the electrical system like raceways, boxes, panels, cabinets, equipment enclosures, housings, motor frames, cable trays, ducts, and lightingfixtures. Scrape light fixture finish to assure a good ground. Provide grounding conductors in all nonmetallic conduit systems, flexible conduit lengths, and surface raceways.B. Ground all transformers and secondary neutrals to the transformer case and to the nearest grounded building structural steel.Motor circuits shall have a ground conductor pulled with the phase conductors.26052 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMSA. Equipment Support: Provide support of all electrical work through the use of hanger rods, clamps, structural framing, fastening devices, and backboards. Provide vibration isolation in all supporting hardware for vibrating electrical equipment installed by this Contractor. Provide 4" high concrete pads for floor mounted equipment.2605 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMSA. Conduits: Rigid steel, rigid aluminum, PVC coated rigid steel, IMC, EMT, Flexible steel and Liquid-tight, and PVC conduits will be used where customary with approved fittings. Provide complete raceway systems including outlet boxes, pull boxes, and fittings. Conceal conduits in finished spaces. Group conduits on racks leaving 25% conduit space and suspend from the structure. Size conduits, boxes, and bends per the NEC where not specified on plan. Provide expansion fittings, conduit seals, drain tees, conduit hubs, fire/smoke barriers where required. Metal conduits shall have continuous grounding integrity and PVC conduits shall be complete with a properly sized circuit grounding conductor.B. Wireways: Wireways shall be used where shown on the plans. Wireways shall be galvanized steel, painted grey, with hinge cover and all flanges, elbows, connections and partitions necessary for a complete system. Wireways shall be deburred, complete with a grounding conductor, NEMA 1 inside and NEMA 3R outside.C. Surface Metal Raceways: Surface metal raceways shall be complete with all fittings, devices, plate covers, green grounding conductor, and mounting supports to make a complete system. The following Wiremold numbers identify type to be used: Type 2100, Type 2200, Type G-3000, Type G-4000 with divider, and Type G-6000. Locate devices on 18" centers and use specification grade devices in type G-3000 and larger.D. Pull & Junction Boxes: Indoor boxes shall be NEMA 1, constructed of a single piece code gauge steel, with folded and welded corners, complete with flat removable screw down cover. Outdoor boxes utilizing rigid metal conduit shall be cast iron with cast iron gasketed cover held down with stainless steel screws. Outdoor boxes utilizing PVC conduit shall be plastic with screw down gasketed cover. Size all boxes per NEC article 370. Boxes are not shown on plan. Provide boxes to comply with code and to provide ease of conductor installation.E. Outlet Boxes and Fittings: Interior outlet boxes shall be galvanized steel, non-gangable, with knockouts and covers or extension rings as required. [Non-metallic boxes may only be used in conjunction with cable systems permitted under section 16120.] Exterior surface outlet boxes shall be cast iron alloy with threaded hubs and screw down gasketed WP covers.F. Cabinets: Cabinets shall be constructed of code gauge steel without factory knockouts, surface or flush mounted as noted on plans and schedules, and shall appear as a panelboard with a hinged and latched door. Provide barriers to separate low voltage and power wiring as required.26055 IDENTIFICATION FOR ELECTRICAL SYSTEMSA. Identification: Provide engraved nameplates, wire and cable markers, embossed tape, and device plate cover engraving where required or specified on the drawings. Provide engraved nameplates on electrical distribution and control equipment and the loads they serve, main power and special system cabinets, motor control centers, motor starters and variable frequency drives, capacitors, and disconnects.2626 PANELBOARDSA. Panelboard enclosures shall be made of code gauge steel with finished cabinet front with concealed trim clamps, concealed door hinges, and lockable trim door with flush locks all keyed alike. 120/208 volt circuit breakers shall be bolt-on, minimum 10kAIC rating or as shown on the drawings. Provide removable typewritten circuit breaker identification inside door. B. Where replacement breakers are needed provide new breakers compatible with existing panelboards.26226 WIRING DEVICESA. Switches shall be specification grade, 20 amp, 120 volt, quiet toggle. Provide single pole, double pole, 3-way, 4-way, or SPDT as required. Similar to Hubbell 1221 series.B. Receptacles shall be specification grade, duplex or single outlet, voltage, and NEMA configuration as required or shown on the drawings. Provide GFI where shown on the drawings. GFI receptacles shall have test and reset buttons and meet UL 2003 standards. Specification grade shall be similar to Hubbell 5362 series.C. Devices shall be white.D. Interior device plate covers shall be white thermoplastic nylon and galvanized steel in unfinished areas; exterior device plates shall be in-use type cover.E. Dimmers complete with calibrated linear vertical slide control, separate push on-push off illuminated switch, square law dimming, concealed fins, and preset feature with high adjust trim. Install dimmers where shown on the drawings. Group dimmers so that finished installation appears ganged without breaking off any cooling fins.2626 ENCLOSED SWITCHES AND CIRCUIT BREAKERSA. Disconnect Switches shall be heavy duty, horsepower rated, 250 volt or 600 volt, 2-pole, solid neutral, or 3-pole fused or un-fused and as required. Switch shall be quick-make quick-break with interlock and lockable enclosure door for opening. Provide NEMA 1 enclosure indoors, NEMA 3R outdoors, and NEMA 4X in interior wet locations. Fusible switches shall use current limiting fuses with rejection type fuse clips. Provide sizes shown on the drawings.B. Circuit Breaker Disconnects: Provide molded case disconnect switches, 250 volt or 600 volt, 2-pole or 3-pole without thermal overload protection, with silver alloy contacts, common trip and trip indicator. Circuit breaker AIC rating shall coordinate with the circuit.262 ENCLOSED CONTROLLERSA. Motor Starters: Provide a combination starter disconnect, in NEMA 1 enclosure with pilot light, HOA switch, control transformer with matching closing coil, 1-NO & 1-NC auxiliary contact and thermal overload protection sized to the motor. Provide a combination starter disconnect when starters are mounted in site of the motor connection and motor disconnect is deleted. Fusible switches shall be quick make, quick break with interlock to door. Starters shall be full voltage across the line sized as noted on the drawings.26500 INTERIOR LIGHTING AND 265600 EXTERIOR LIGHTINGA. Light Fixtures: Provide a light fixture of the type scheduled at each light fixture location shown on plan. Light fixtures shall be complete with lamps, ballasts, all necessary accessories and mounting hardware, and shall be compatible with ceiling or wall system they are installed on. LED fixtures shall meet LM-79 and LM-80 testing standards.ELECTRICAL SPECIFICATIONS+*$12'$7(NODESCRIPTIONDATE$'$7+&+(6('6+(/(0(6&(0(7(5<3$9,/,213700 Winnetka Ave NCrystal, MN 55427&23<5,*+7+$00(/*5((1$1'$%5$+$0621,1&&,668$1&(+,6725< 7+,66+((73(50,7'2&80(176$SULO,+(5(%<&(57,)<7+$77+,63/$163(&,),&$7,21255(3257:$635(3$5('%<0(2581'(50<',5(&7683(59,6,21$1'7+$7,$0$'8/</,&(16('352)(66,21$/(1*,1((581'(57+(/$:62)7+(67$7(2)0,11(627$1$0('$7(5(*,675$7,21180%(5800 Washington Ave N, Suite 600Minneapolis, MN 55401$0&?8VHUV?HHPLNHR?'RFXPHQWV?5HYLW/RFDO)LOHV?($GDWK-HVKXUXQ3DYLOLRQBPRFRQQHOO;'3UYW(SPECIFICATIONS$XWKRU-26(3+%:(77(51$&+$35,/6.3 DOCSOPEN-CR225-30-707371.v2-3/8/21 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2021- _______ RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR THE ADATH CHESED SHEL EMES CEMETERY WHEREAS, Adath Jeshurun Congregation (“Applicant”) submitted an application to the City of Crystal (“City”) for a conditional use permit to construct a pavilion at Adath Chesed Shel Emes cemetery located at 3700 Winnetka Avenue North in Crystal, which is legally described in Exhibit A (“Property”); and WHEREAS, the Planning Commission held a public hearing regarding the Applicant’s request on May 10, 2021 and voted to forward the application to the City Council with a recommendation that the requested conditional use permit be approved with certain conditions; and WHEREAS, the City Planner’s report (“the Planner’s Report”) dated May 13, 2021 regarding this matter, which is attached hereto as Exhibit B, is incorporated herein and made part of this conditional use permit, except that the conditions set out below are controlling; and WHEREAS, the cemetery is currently a legal nonconforming use under the city’s unified development code, and the City Council desires to include the entire cemetery in this conditional use permit approval so that the cemetery becomes a conforming use; and WHEREAS, the City Council finds that the conditional use permit as recommended by the Planning Commission would be in compliance with the applicable rules and regulations of the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein and in the Planner’s Report, hereby approves and issues a conditional use permit for the Adath Chesed Shel Emes cemetery, including the construction of a pavilion building on the Property, subject to compliance with the Crystal City Code and all of the following conditions of approval: 1.Site plan. The pavilion shall be constructed according to the site plan in attachment D. 2.Building permit issuance. Prior to issuance of the building permit, the applicant shall provide documentation that the final plat approved by the City Council for the lot consolidation application has been recorded. 3.Compliance. This conditional use permit is subject to the applicable requirements of the Crystal city code. The Applicant is required to comply with all applicable federal, Attachment E 6.3 DOCSOPEN-CR225-30-707371.v2-3/8/21 state, and local laws, rules, regulations, and ordinances, and is required to obtain such other permits and permissions as may be required. 4. No Waiver. Failure by the city to take action with respect to any violation of any condition, covenant or term of this conditional use permit shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 5. Revocation. The violation of any terms or conditions of this conditional use permit including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the city, to cure the violation before a revocation of the permit will occur. 6. Binding Effect. This conditional use permit, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit shall also be the obligations of the current and any subsequent owners of the property. 7. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit without qualification, reservation, or exception. Adopted by the Crystal City Council this 18th day of May 2021. ____________________________ Jim Adams, Mayor ATTEST: _____________________________ Chrissy Serres, City Clerk 6.3 DOCSOPEN-CR225-30-707371.v2-3/8/21 EXHIBIT A Proposed Description of the Property Lot 1, Block 1, Adath Chesed Shel Emet Cemetery, and situate in Hennepin County, Minnesota. 6.3 DOCSOPEN-CR225-30-707371.v2-3/8/21 EXHIBIT B Planner’s Report (attached hereto) 6.3 UDC AMENDMENTS PAGE 1 OF 3 ___________________________________________________________________________ FROM: Dan Olson, City Planner TO: Anne Norris, City Manager (for May 18 Meeting) DATE: May 13, 2021 RE: Consider first reading of an ordinance amending the Unified Development Code __________________________________________________________________________ A.BACKGROUND Staff is proposing miscellaneous amendments to the unified development code (UDC). The proposed amendments are corrections or clarifications, brought about by administering the UDC’s requirements. At its work session on May 4, 2021, the Council reviewed these amendments with the City Council. On May 10 the Planning Commission held the public hearing and unanimously recommended approval of the amendments. No one from the public submitted comments on the amendments. Attachment: A.Ordinance amending the UDC B.PROPOSED AMENDMENTS 1.Detached garages. Language has been added to clarify that a detached garage has no structural attachment to the principal structure. 2.Front lot line. Language has been amended to use a more generic term (“principal building”) since through lots may contain non-residential buildings. 3.Mechanical equipment. The UDC was amended in separate places to clarify the requirements for mechanical equipment located on the ground and on rooftops: ➢A definition for mechanical equipment has been added ➢Table 4 (Accessory Uses) has been amended to allow mechanical equipment as a permitted accessory use in every zoning district. ➢Screening requirements in section 520.13 have been amended to provide options in making mechanical units less visible. COUNCIL STAFF REPORT Miscellaneous UDC amendments 6.4 UDC AMENDMENTS PAGE 2 OF 3 4. Escrow for site improvement agreements. Language has been added to clarify that the city may retain a portion of the escrow deposit for up to two years if the approved site plan contains native vegetation or a stormwater infiltration basin. Plantings in these situations often take longer to become established than other landscaping, such as turf grass. 5. Required documents for adjacent parcel land conveyance application. Language has been amended to allow up to one year to submit the required recorded documents. If the property has a mortgage, the property owner must secure the consent of the lender. This change will allow lenders more time to provide the necessary documents to the property owner. 6. Regulatory flood protection elevation. This term is used twice in the UDC. The first use is in the definition section of the UDC (section 505) and the second use is in the body of the floodplain requirements (section 515.09). An amendment to the definition section was made in 2018, but the term was not amended in section 515.09. This amendment corrects that internal inconsistency. 7. Parking study. This amendment clarifies that parking studies to potentially reduce the required number of parking spaces should include the number of proposed residents. 8. Vehicle wash or detailing. The following amendments are proposed for vehicle wash and detailing: ➢ Since vehicle wash have drive-through elements, the requirements were amended to require adherence to the same standards as drive-through facilities. ➢ Since drive-through facilities require a conditional use permit (CUP), Table 3 (permitted principal uses) has been amended to require a CUP for new vehicle wash and detailing establishments. 9. Tent sales. The language for temporary tent sales has been amended: ➢ Removed an internal inconsistency in which temporary outdoor sales are allowed for 180 days per calendar year, but tent sales were limited to a total of 21 days. ➢ Added use-specific standards to ensure that tents are maintained in good condition 10. Measurement of building height. The amendment is to correct an internal inconsistency between the definition of building height in the defi nition section of the UDC, and the description of how height is measured in section 520.01. The correction is to use the same language and illustration so that both sections measure height by average, not natural, grade. 11. Exception to setback for accessory buildings. The language has been clarified to make it easier to understand that accessory buildings can be located as close as 3’ to the property line if certain conditions are present. 12. Fence post height. The standard fence post sold by many stores is not long enough to meet the requirement to have an underground post that is ½ the height of the fence. This amendment provides an alternative to ensure the fence is firmly established in the ground. 13. Parking requirements. The following two amendments are proposed: ➢ Currently there is no specific parking requirement for vehicle repair. Staff excluded the service bays from both the parking space need calculation and the count of parking spaces provided. This change would add a specific requirement to the parking table to match past practice. ➢ Clarified that three uses do not have parking maximums. 6.4 UDC AMENDMENTS PAGE 3 OF 3 14. Stormwater plan. This amendment clarifies that the requirements of the Minnesota Pollution Control Agency (MPCA) must be met when a stormwater plan is submitted. This is a requirement for the city’s latest general stormwater permit from the state. C. REQUESTED ACTION At the May 10 Planning Commission meeting, the Commission held the public hearing and then recommended approval of the UDC amendments by a vote of seven to zero (two members were absent). No one from the public submitted comments on the amendments. City Council first reading of the ordinance in attachment A is requested. The following is the proposed schedule for adopting a new ordina nce: June 1 Council considers second reading and adoption June 10 Summary of ordinance published July 10 Effective date of ordinance 6.4 CR225-423-721023.v1 CITY OF CRYSTAL ORDINANCE #2021-____ AN ORDINANCE MAKING VARIOUS AMENDMENTS TO CHAPTER V OF THE CRYSTAL CITY CODE The City of Crystal ordains: ARTICLE I. Chapter V of the Crystal city code is hereby amended as shown on the attached and in accordance with all of the following: 1.Stricken material is deleted; 2.Underlined material is added; 3.Sections, subsections, subdivisions, and paragraphs shall be renumbered as needed to accommodate the deletions and additions; 4.Any other non-substantive corrections that may be needed to incorporate these changes into the Crystal city code shall be made. ARTICLE II. This ordinance is effective upon adoption and 30 days after publication. First Reading: ____________, 2021 Second Reading: __________, 2021 Council Adoption:_________, 2021 Publication: Effective Date: BY THE CITY COUNCIL Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk Attachment A 6.4 12 CR225-464-620540.v5 Subd. 63. Flood frequency. “Flood frequency” means the frequency for which it is expected that a specific flood stage or discharge may be equaled or exceeded. Subd. 64. Flood fringe. “Flood fringe” means the portion of the Special Flood Hazard Area (one percent annual chance flood) located outside of the floodway. Flood fringe is synonymous with the term “floodway fringe” used in the Flood Insurance Study for Hennepin County, Minnesota. Subd. 65. Flood prone area. “Flood prone area” means any land susceptible to being inundated by water from any source (see “Flood”). Subd. 66. Floodplain. “Floodplain” means the beds proper and the areas adjoining a wetland, lake or watercourse which have been or hereafter may be covered by the regional flood. Subd. 67. Floodproofing. “Floodproofing” means a combination of structural provisions, changes, or adjustments to properties and structures subject to flooding, primarily for the reduction or elimination of flood damages. Subd. 68. Floodway. “Floodway” means the bed of a wetland or lake and the channel of a watercourse and those portions of the adjoining floodplain which are reasonably required to carry or store the regional flood discharge. Subd. 69. Floor area, gross. “Floor area, gross” means the sum of the gross horizontal areas of the several floors of such building or buildings measured from the exterior faces of exterior walls or from the centerline of party walls separating two buildings. Subd. 70. Floor area, finished. “Floor area, finished” means the gross floor area that is finished as fully habitable space, including the finished portion of a basement. Where a sloped ceiling is present, only that portion which has at least six feet of vertical clearance from floor to ceiling shall be considered finished floor area. Subd. 71. Frontage. “Frontage” means the line of contact of a property with a public right-of-way. Subd. 72. Funeral home. “Funeral home” means a building used for human funeral services and which may include space for embalming and other services used in the preparation of the dead for burial, the indoor storage of caskets, funeral urns, and other related supplies. Funeral homes do not include facilities for cremation, but cremation services may be offered. Subd. 73. Garage, attached. “Garage, attached” means the storage of motor vehicles by the owner or occupant of the principal use in a garage that is attached to the principal structure by a common wall or by a roof. An attached garage has no facilities for mechanical service or repair. Subd. 74. Garage, detached. “Garage, detached” means an accessory building for the private use of the owner or occupant of a principal building situated on the same lot of the principal building for the storage of motor vehicles with no facilities for mechanical service or repair. A detached garage is a freestanding structure, not connected to the foundation, wall, roof, or other part of the principal structure. Subd. 75. Garage or yard sales. “Garage or yard sales” means the infrequent temporary display and sale of general household goods, used clothing, appliances, and other personal property. Subd. 76. Grade. “Grade” means the average finished ground level of the land around the perimeter of a lot, structure, or building. 6.4 14 CR225-464-620540.v5 development standards for loading spaces shall only apply to those areas of at least ten feet in width, 30 feet in length and having a vertical clearance of at least 14 feet. Subd. 90. Lot. “Lot” means land occupied or proposed to be occupied by a building and its accessory buildings, together with such open space as is required under the provisions of this UDC, having not less than the minimum area required by this UDC for a building site in the district in which such lot is situated and having its principal frontage on a street or a proposed street approved by the city council. Subd. 91. Lot coverage. “Lot coverage” means that portion of a lot that is covered by impervious surfaces. Figure 2: Illustration of lot configuration Subd. 92. Lot, corner. “Lot, corner” means a lot abutting on more than one street and situated at an intersection of streets (see figure 2). Subd. 93. Lot, interior. “Lot, interior” means a lot abutting on only one street (see figure 2). Subd. 94. Lot, through. “Lot, through” means a lot abutting on more than one street but not situated at an intersection of streets (see figure 2). Subd. 95. Lot, through corner. “Lot, through corner” means a lot abutting on more than one street and situated at more than one intersection of streets (see figure 2). Subd. 96. Lot area. “Lot area” means the area of a horizontal plane within the lot lines. Subd. 97. Lot depth. “Lot depth” means the shortest horizontal distance between the front lot line and the rear lot line measured from a 90-degree angle from the street right-of-way within the lot boundaries. Subd. 98. Lot line, front. “Lot line, front” means the boundary of a lot that abuts a public street. On a corner lot, it shall be the street-abutting lot line with the shortest dimension. If the property lines on both street frontages are of the same length, the property line to be used for front setback measurement shall be determined by the zoning administrator. On a through lot or through corner lot, the lot line for which the home principal building is facing shall be the front lot line (see figure 3). 6.4 15 CR225-464-620540.v5 Figure 3: Illustration showing yards for through lot Subd. 99. Lot line, rear. “Lot line, rear” means the lot line not intersecting a front lot line that is most distant from and most closely parallel to the front lot line. Subd. 100. Lot line, side. “Lot line, side” means any lot line that is not a front, rear or corner side lot line. Subd. 101. Lot line, corner side. “Lot line, corner side” means any street-abutting lot line that is not a front or rear lot line. Subd. 102. Lot of record. “Lot of record” means land designated as a separate and distinct parcel in a subdivision, the plat of which has been recorded in the office of the recorder of Hennepin County, Minnesota; or a parcel of land, the deed to which was recorded in the office of the recorder or registrar of titles of Hennepin County, Minnesota prior to the adoption of the ordinance codified in this UDC. Subd. 103. Lot width. “Lot width” means the horizontal distance between side lot lines. In the case of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a square, rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines. Subd. 104. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles, building access, or storage in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the building in violation of the applicable non- elevation design requirements of 44 Code of Federal Regulations, Part 60.3. Subd. 105. Manufactured home. “Manufactured home” has the meaning given in Minnesota Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.” Subd. 106. Marquee. “Marquee” means any permanent roof-like structure extending along or projecting beyond the wall of a building, generally designed and constructed to provide protection from the weather. Subd. 107. Mechanical equipment. “Mechanical equipment” means equipment, devices and accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning or similar purposes. 6.4 16 CR225-464-620540.v5 Subd. 107108. Medical clinics. “Medical clinics” means a building, or part of a building, where persons are cared for on an outpatient basis. Subd. 108109. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city code, chapter XIII. Subd. 109110. Multiple tenant building. “Multiple tenant building” means any building which has more than one tenant, and where each tenant has a separate ground-level exterior public entrance. Subd. 110.111 New construction. “New construction” means structures, including additions and improvements, and placement of manufactured homes, for which the start of construction commenced on or after the effective date of the floodplain overlay district provisions. Subd. 111.112 Non-commercial speech. “Non-commercial speech” means dissemination of messages not classified as commercial speech which include, but are not limited to, messages concerning political, religious, social, ideological, public service and informational topics. Subd. 112113. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of land that does not comply with the lot requirements for any allowed use in the zoning district in which it is located. Subd. 113114. Non-conforming structure. “Non-conforming structure” means any structure permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this UDC. Subd. 114115. Non-conforming use. “Non-conforming use” means a lawful use of land that does not comply with the use regulations for its zoning district but which complied with applicable regulations at the time the use was established. Subd. 115116. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting debris carried by such water. Subd. 116117. Offices, professional. “Offices, professional” means establishments providing executive, management, administrative or professional services including, but not limited to, real estate, medical clinics, architecture, legal, travel, contractor, employment, insurance, and similar uses. Subd. 117118. One hundred year floodplain. “One hundred year floodplain” means lands inundated by the “Regional Flood” (see definition). Subd. 118119. Owner or property owner. “Owner or property owner” means the owner or taxpayer of record according to Hennepin County property tax records. Subd. 119120. Parapet wall. “Parapet wall” means that portion of building wall that rises above the roof level. Subd. 120121. Parking lot. “Parking lot” means land, not within a building, that is surfaced in accordance to the requirements of this UDC and used for the temporary parking of motor vehicles. Subd. 121122. Parking ramp or structure. “Parking ramp or structure” means a structure designed and used for the storage of motor vehicles at, below, or above grade or a combination thereof. 6.4 17 CR225-464-620540.v5 Subd. 122123. Patio. “Patio” means an open, level-surfaced area that is typically impervious, has an elevation of no more than 12 inches above grade, is without walls or roofs, and is intended for outdoor seating or recreation. Subd. 123124. Personal services. “Personal services” means establishments that are primarily engaged in providing services generally involving the care of the person or the person’s possessions. Personal services may include, but are not limited to laundry and dry-cleaning services, tailors, barber or beauty shops, health and fitness studios, nail salons, locksmiths, tattoo parlors, therapeutic massage, pet grooming, portrait studios, and similar uses. Subd. 124125. Plat, final. “Plat, final” means the final formally approved layout of the proposed subdivision showing the same information as the preliminary plat, complying with the requirements of this UDC, and any additional requirements imposed by the city council and prepared in the form required by the appropriate county office and Minnesota Statutes, chapter 505. Subd. 125126. Plat, preliminary. “Plat, preliminary” means a tentative layout of the proposed subdivision prepared for the purpose of formal review by the city. The preliminary plat shows lots, blocks, streets, and physical features relevant to the development of the property, but not in the detail or final form of the final plat. Subd. 126127. Porch, open. “Porch, open” means a porch that has a roof but is not enclosed with windows, screens or walls. An open porch that does not have a roof is defined as a deck. Subd. 127128. Portable storage container. “Portable storage container” means a temporary portable structure or container that allows for on-site storage of goods or materials, and which is not permanently affixed to a foundation. Subd. 128129. Private recreational facilities, indoor. “Private recreational facilities, indoor” means recreational facilities are private recreational facilities located completely within an enclosed building that includes, but is not limited to bowling alleys, volleyball courts, ice skating rinks, and driving ranges. Subd. 129130. Private recreational facilities, outdoor. “Private recreational facilities, outdoor” means private recreational facilities providing outdoor activities that includes, but is not limited to, sand volleyball courts, miniature golf courses, batting cages, and tennis courts. Subd. 130131. Public and semipublic buildings. “Public and semipublic buildings “ means buildings containing public or civic uses of special significance to residents, employees or visitors such as community service centers. Public and semipublic buildings do not include public utility buildings, schools, or religious institutions. Subd. 131132. Public waters. “Public waters” means waters of the state as defined in Minnesota Statutes, section 103G.005. Subd. 132133. Reach. “Reach” means a hydraulic engineering term used to describe a longitudinal segment of a stream or river influenced by a natural or man-made obstruction. In an urban area, the segment of a stream or river between two consecutive bridge crossings would most typically constitute a reach. Subd. 133134. Recreational vehicle. “Recreational vehicle” has the meaning given the term in Minnesota Statutes, section 168.002. For the purposes of this UDC, the term recreational vehicle is synonymous with the term “travel trailer/travel vehicle”. Subd. 134135. Regional flood. “Regional flood” means a flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be 6.4 18 CR225-464-620540.v5 expected to occur on an average frequency in the magnitude of the 1% chance or 100-year recurrence interval. Regional flood is synonymous with the term "base flood" used in a flood insurance study. Subd. 135136. Regulatory flood protection elevation (RFPE). “Regulatory flood protection elevation” or “RFPE” means an elevation not less than two foot feet above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the floodplain that result from designation of a floodway. Subd. 136137. Religious institutions. “Religious institutions” mean a building, together with its accessory buildings, where persons regularly assemble for religious worship and which building, together with its accessory buildings and uses, is maintained and controlled by a religious body organized to sustain public worship. Subd. 137138. Repetitive loss. “Repetitive loss” means flood related damages sustained by a structure on two separate occasions during a ten-year period for which the cost of repairs at the time of each such flood event on the average equals or exceeds 25% of the market value of the structure before the damage occurred. Subd. 138139. Restaurant or eating establishment. “Restaurant or eating establishment” means an establishment whose principal business is the selling of food and beverages to the customer in a ready to consume state. Restaurants or eating establishments include cafes, coffee shops, and ice cream shops. Subd. 139140. Restrictive covenant. “Restrictive covenant” means a recorded contract or agreement entered into between private parties establishing restrictions on the development or use of property in addition to those established by this UDC. Subd. 140141. Retail establishments. “Retail establishments” means establishments primarily engaged in the sale of goods to the general public. Retail uses may include, but are not limited to, bookstores, liquor stores, bakeries, grocery stores, and other similar uses. Subd. 141142. Retention facility. “Retention facility” means a permanent natural or man-made structure that provides for the storage of stormwater runoff by means of a permanent pool of water. Subd. 142143. Seasonal agricultural sales. “Seasonal agricultural sales” means the outdoor sale of goods or products obtained primarily through farming or agricultural activities, including, but not limited to: pumpkins; grain and seed crops; fruits and vegetables; nursery, floral, ornamental, and greenhouse products; and Christmas trees. Subd. 143144. Schools, elementary or secondary. “Schools, elementary or secondary” means buildings used to teach students that includes elementary schools, middle schools or high schools. Subd. 144145. Schools, nursery or preschool. “Schools, nursery or preschool” means a school or facility providing general daytime care and/or instruction for children six years of age or younger which conducts no instructional programs certified by the state department of education as meeting the minimum educational requirements for compulsory-age children. Subd. 145146. Schools, trade or business. “Schools, trade or business” means a school operated for profit, which teaches business, professional, or technical trades or skills, or a school not otherwise included within the provisions of this UDC. Subd. 146147. Self-storage facilities. “Self-storage facilities” means a building or group of buildings having compartments, rooms, spaces, containers, or other types of units that are individually leased, rented, sold or otherwise contracted for by customers for the storage of personal or business goods 6.4 19 CR225-464-620540.v5 or property, and where the facility owner/operator has limited access to such privately-rented units. For the purposes of this UDC, the term self-storage facilities shall be considered synonymous with the term mini- storage. Subd. 147148. Senior housing. “Senior housing” means a multiple dwelling building or group of buildings in which each dwelling is occupied by at least one person age 55 or older. This does not include institutions such as specialized care facilities. Subd. 148149. Setback. “Setback” means the minimum required horizontal distance between a structure and a lot line, as measured perpendicular to the lot line. Setback standards provide open areas around structures for visibility and traffic safety, access to and around structures, access to natural light, ventilation and direct sunlight, separation between potentially conflicting activities, and space for privacy, landscaping, and recreation. Figure 4: Illustration showing typical setbacks for a one-family dwelling Subd. 149150. Setback, front. “Setback, front” means the minimum required horizontal distance between a structure and the front lot line (see figure 4). Subd. 150151. Setback, rear. “Setback, rear” means the minimum required horizontal distance between a structure and the rear lot line (see figure 4). Subd. 151152. Setback, side. “Setback, side” means the minimum required horizontal distance between a structure and the side lot line (see figure 4). Subd. 152153. Setback, corner side. “Setback, corner side” means the minimum required horizontal distance between a structure and the corner side lot line (see figure 4). Subd. 153154. Shed. “Shed” means a detached accessory building that is used primarily for the storage of goods, not vehicles. Subd. 154155. Sign face. “Sign face” means the surface of the sign upon, against, or through which the message of the sign is exhibited. Subd. 155156. Sign structure. “Sign structure” means any structure including the supports, uprights, bracing and framework which supports or is capable of supporting any sign. Subd. 156157. Sign. “Sign” means any letter, word or symbol, poster, picture, statuary, reading matter or representation in the nature of an advertisement, announcement, message or visual communication, whether painted, posted, printed, affixed, or constructed, including all associated brackets, 6.4 22 CR225-464-620540.v5 (y) Shimmering sign. “Shimmering sign” means a sign which reflects an oscillating sometimes distorted visual image. (z) Small sign. “Small sign” means a single sign six square feet or less in size. (aa) Temporary sign. “Temporary sign” means a sign which is erected or displayed, or both, for a limited period of time. (bb) Vehicle sign. “Vehicle sign” means any sign exceeding 10 square feet in sign area that is mounted, painted, placed, affixed or attached to a trailer, watercraft, truck, automobile or other form of motor vehicle that is parked so that the sign is discernable from a public street or right- of-way as a means of communication. The vehicle upon which the sign is affixed must function primarily as a means to display the sign rather than as a transportation device, as determined by consideration of any combination of the following factors: (1) The absence of a current, lawful license plate affixed to the vehicle on which the sign is displayed; (2) The vehicle on which the sign is displayed is inoperable; (3) The vehicle on which the sign is displayed is not parked in a lawful or authorized location or is on blocks or other supports or is parked in a manner that is not in conformity with the identified parking space on the lot; (4) The vehicle displaying the sign remains parked on the premises after normal business hours when customers and employees are not normally present on the premises; or (5) The vehicle remains parked in the same vicinity on the property in a location which maximizes its visibility from the public street or right-of-way on a regular basis. (cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a wall, painted on the wall surface of, or erected and confined within the limits of an outside wall of any building or structure, which is supported by such wall or building, and which displays only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee, but not extending beyond the face. Subd. 157158. Small wireless facility. “Small wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 11. Subd. 158159. Special flood hazard area. “Special flood hazard area” means a term used for flood insurance purposes synonymous with “One hundred year floodplain.” Subd. 159160. Specialized care facilities. “Specialized care facilities” means any facility where the primary function is the provision, on a continuing basis, of nursing services and health-related services for treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities, housing with services establishments, and hospices. This does not include senior housing or the residence of any individual who cares for another family member. Subd. 160161. Start of construction. “Start of construction” means in relation to the floodplain overlay district, start of construction includes substantial improvement, and means the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred before the permit’s expiration date. The actual start is either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of 6.4 23 CR225-464-620540.v5 columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. Subd. 161162. Stealth. “Stealth” means any telecommunications facility which is designed to blend into the surrounding environment. Examples of stealth facilities include architecturally screened roof- mounted antennas, antennas integrated into architectural elements, and telecommunications towers designed to look other than a tower such as light poles, power poles, and trees. Subd. 162163. Street. “Street” means a public right-of-way greater than 30 feet in width platted or dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting property. An alley is not a street. Subd. 163164. Structure. “Structure” means anything constructed or erected on or connected to the ground, whether temporary or permanent in character. Subd. 164165. Subdivision. “Subdivision” means as a verb, the term means the process of separating a parcel of land for the purpose of building or conveyance including the division of previously subdivided property. As a noun, the term means the product resulting from the separation of a parcel into two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515, 515A, and 515B. Subd. 165166. Substantial damage. “Substantial damage” means in relation to the floodplain overlay district damage of any origin sustained by a structure where the cost of restoring the structure to it’s before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. Subd. 166167. Substantial improvement. “Substantial improvement” means in relation to the floodplain overlay district within any consecutive 365-day period, any reconstruction, rehabilitation (including normal maintenance and repair), repair after damage, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the “start of construction” of the improvement. This term includes structures that have incurred “substantial damage,” regardless of the actual repair work performed. The term does not, however, include either: (a) Any project for improvement of a structure to correct existing violations of state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions. (b) Any alteration of a “historic structure,” provided that the alteration will not preclude the structure’s continued designation as a “historic structure.” For the purpose of this subsection, “historic structure” is as defined in 44 Code of Federal Regulations, Part 59.1. Subd. 167168. Survey, certified. “Survey, certified” means a scaled drawing prepared by a registered land surveyor of a property indicating the location and dimensions of property lines, and if appropriate the location and dimensions of existing and proposed buildings. A survey typically depicts a parcel’s legal description and may also show additional information such as topographic data and the location of recorded easements. 6.4 24 CR225-464-620540.v5 Subd. 168169. Telecommunications facilities. “Telecommunications facilities” means any cables, wires, lines, wave guides, antennas and any other equipment or facilities associated with the transmission or reception of communications which a person seeks to locate or has installed upon or near a tower or antenna support structure. However, the term “telecommunications facilities” shall not include any satellite earth station antenna one meter or less in diameter, or any satellite earth station antenna two meters in diameter or less which is located in an area zoned industrial or commercial. This term does not include wireless facilities, which are separately defined under this UDC. Subd. 169170. Telecommunications tower or tower. “Telecommunications tower or tower” means a self-supporting lattice, guyed, or monopole structure constructed from grade whose principal use is to support telecommunications facilities. The term tower shall not include amateur radio operations equipment licensed by the Federal Communications Commission (FCC). This term does not include wireless facilities or wireless support structures, which are separately defined under this UDC. Subd. 170171. Theater, indoor. “Theater, indoor” means a building or part of a building devoted to showing motion pictures, or for dramatic, dance, musical, or other live performances. Subd. 171172. Useable open space. “Useable open space” means a required ground area or terrace area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either active or passive recreation or both, which is available and accessible to and useable by all persons occupying a dwelling or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped or covered only for recreational purpose. Roofs, driveways and parking areas shall not constitute useable open space. Subd. 172.173 Use, accessory. “Use, accessory” means a use which: (a) Is subordinate to and serves a principal building or principal use; (b) Is subordinate in area, extent, and purpose to the principal structure or principal use as served; and (c) Is located on the same lot as the principal structure or principal use served and except as otherwise expressly authorized by the provisions of this UDC. Subd. 173174. Use, conditional. “Use, conditional” means a use that would not be appropriate generally or without restriction throughout the zoning district but which, if controlled as to number, area, location, or relation to the neighborhood, would not be detrimental to public health, safety, or general welfare. Subd. 174175. Use, permitted. “Use, permitted” means a use which may be lawfully established in a particular district or districts, provided it conforms with all requirements, including development standards, of such districts. Subd. 175176. Use, principal. “Use, principal” means the main use of land or buildings as distinguished from subordinate or accessory uses. A principal use may be permitted or conditional. Subd. 176177. Use, temporary. “Use, temporary” means a use that may be permitted for a specified period of time. Subd. 177178. Variance. “Variance” means an approval issued by the city council waiving the application of one or more provisions of this UDC with respect to a particular property in instances where the applicant demonstrates that there are practical difficulties in strictly complying with the requirements of this UDC because of circumstances unique to the property that were not caused by the applicant. 6.4 25 CR225-464-620540.v5 Subd. 178179. Vehicle, boat or recreational sales and rental. “Vehicle, boat or recreational sales and rental” means facilities where new or used vehicles, boats, or recreational vehicles, in operational condition, are sold, leased, or rented to customers. Subd. 179180. Vehicle fuel stations. “Vehicle fuel stations” means a facility for the retail sale of unleaded or diesel gasoline. A vehicle fuel station may include a convenience store or general repair and maintenance of vehicles, such as muffler repair, oil change and lubrication, or tire service and sales. Subd. 180181. Vehicle impound lot. “Vehicle impound lot” means a parcel of land used for the outdoor storage of impounded vehicles, including impounded recreational vehicles. Commercial truck storage or parking, as defined in this UDC, is not a vehicle impound lot. Subd. 181182. Vehicle repair. “Vehicle repair” means the general repair and maintenance of vehicles such as oil changes, muffler repair, tire service and sales, or more substantial work such as body and fender work, upholstering, and replacement of parts. Sub. 182183. Volume management. “Volume management” means the retention and abstraction of a certain volume of stormwater runoff onsite through techniques such as infiltration, evapotranspiration, and capture and reuse. Subd. 183184. Wetlands. “Wetlands” means lands transitional between terrestrial and aquatic systems where the water table is usually at or near the surface or the land is covered by shallow water. For purposes of this definition, wetlands shall have the following attributes: (a) A predominance of hydric soils; (b) Are inundated or saturated by surface or ground water at a frequency and duration sufficient to support a prevalence of hydrophytic vegetation typically adapted for life in saturated soil conditions; and (c) Under normal circumstances, support a prevalence of such vegetation. Subd. 184185. Wireless facilities. “Wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 13. Subd. 185186. Wireless support structures. “Wireless Support Structure” has the meaning given in Minnesota Statutes, section 237.162, subdivision 16. Subd. 186187. Workshop. “Workshop” means an accessory residential use for the creation of individually crafted artwork, jewelry, furniture, sculpture, pottery, leathercraft, hand-woven articles, and related items. A workshop may be either an accessory use within the principal building or may be an accessory building on the property. Subd. 187188. Yard. “Yard” means the horizontal distance between the principal structure and a lot line, as measured perpendicular to the lot line. Eaves are not to be considered part of the principal structure for the purpose of determining the location or extent of a yard. 6.4 26 CR225-464-620540.v5 Figure 5: Illustration showing yard locations Subd. 188189. Yard, front. “Yard, front” means the horizontal distance between the principal structure and the front lot line, extending across the full width of the lot (see figure 5). Subd. 189190. Yard, rear. “Yard, rear” means the horizontal distance between the principal structure and the rear lot line, extending across the full width of the lot (see figure 5). Subd. 190191. Yard, side. “Yard, side” means the horizontal distance between the principal structure and the side lot line, extending from the front yard to the rear yard (see figure 5). Subd. 191192. Yard, corner side. “Yard, corner side” means the horizontal distance between the principal structure and the corner side lot line, extending from the front yard to the rear yard (see figure 5). 6.4 37 CR225-464-620540.v5 (3) It is consistent with the use and character of surrounding properties; and (4) It provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. (d) Amendments to approved site plans approved through a Type 2 procedure. (1) After a site plan has been approved through a Type 2 procedure, the applicant may request approval of adjustments or rearrangements of buildings in the course of carrying out the plan. If the amendment involves changes to 10 percent or less of the original floor area, not to exceed 500 square feet, the zoning administrator may approve the amendment after a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. If the amendment involves changes greater than 10 percent of the original floor area or exceeds 500 square feet, the amendment will be subject to a Type 2 review procedure. (2) The zoning administrator may also review and approve adjustments or rearrangements of items other than buildings, such as drives, parking areas, recreation areas, entrances, heights, yards, signage, landscaping, exterior lighting, surface water management plans, or similar modifications subject to a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. (e) Effect of city council decision of site plans approved through a Type 2 procedure. (1) Site plan approval shall expire one year from the date of approval unless the applicant has applied for and received a building permit. (2) The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (i) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (ii) The anticipated completion date. (3) If required as a condition of approval of the site plan, the applicant shall sign a site improvement agreement with the city prior to the expiration date to guarantee completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence to secure the completion of the improvements. Upon completion of the work and acceptance by the city, the escrow deposit shall be released, except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 6.4 39 CR225-464-620540.v5 a conditional use permit amendment, unless specifically required as a condition of the conditional use permit approval. Subd. 7. Effect of city council decision. (a) A conditional use permit shall authorize a particular conditional use on a specific parcel for which it was approved. A change of use from one permitted conditional use to another shall require a new application and approval pursuant to this section. (b) If a site plan was approved as part of the conditional use permit, the permit shall expire one year from the date of approval unless the applicant has applied for and received a building permit. The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (1) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (2) The anticipated completion date. (c) An approved conditional use may continue in operation, regardless of ownership or ownership changes, provided the use meets all the standards and conditions of approval. (d) If required as a conditional of approval of the site plan for the conditional use permit, the applicant shall sign a site improvement agreement with the city prior to the expiration date to secure the completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence. Upon completion of the work and acceptance by the city, the escrow deposit shall be released except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 510.21. Adjacent parcel land conveyance. Subd. 1. Purpose. The purpose of the procedure is to allow for the adjustment of lot lines which are the result of a conveyance of small, non-buildable areas of land from one lot to an adjacent lot without creating any new nonconformities and where such minor changes do not call for the submission and approval of a subdivision plat. Any such adjustments which are approved pursuant to this subsection shall be exempt from both the lot consolidation provisions of the Crystal city code, subsection 510.23 and the provisions applicable to subdivisions in the Crystal city code, subsection 510.25. Subd. 2. Applicability. An adjacent parcel land conveyance occurs when a portion of a lot is conveyed to an adjacent lot resulting in an adjustment to the lot line. Subd. 3. Approval procedure. An adjacent parcel land conveyance shall be subject to the Type 1 review procedure. 6.4 40 CR225-464-620540.v5 Subd. 4. Approval criteria. All of the following criteria shall be considered and met in the review of adjacent parcel land conveyance: (a) The land conveyance will not create any new nonconformities beyond those that existed prior to the application and which will not be corrected by the adjustment; (b) The land conveyance is in compliance with the requirements of this UDC; and (c) The parcel being conveyed shall not be a buildable parcel according to the dimensional requirements of the zoning district in which the parcel is located. (d) The applicant is not required to comply with the park dedication requirements as provided for in the Crystal city code, subsection 525.05 for a subdivision. Subd 5. Deed consolidation. Upon approval of any adjacent parcel land conveyance pursuant to the terms of this section, the applicant shall record with the County Recorder or Registrar of Titles an updated deed which combines the legal descriptions for the original lot and that part of the adjacent parcel which has been conveyed to the applicant pursuant to this section. The applicant shall provide the city with evidence of the recording of such instrument within 30 days one year of approval of such application hereunder, or the zoning administrator’s approval of the adjacent parcel land conveyance shall be automatically revoked . 510.23. Lot consolidation. Subd. 1. Applicability. A lot consolidation shall meet the following requirements. If these requirements are not met, the property owner will be required to apply for a subdivision application as provided in the Crystal city code, subsection 510.25. (a) All parcels resulting from the lot consolidation shall have frontage and access on an existing improved street and shall not require the construction of any new street. (b) Any such consolidation shall not require any public improvements, with the exception of sidewalks, bike paths or trails, and does not include conveyance of an interest in real property to the city. Subd. 2. Approval procedure. (a) Lot consolidations shall be submitted in writing to the zoning administrator and shall be subject to the Type 3 review procedure. The city council will consider approval of a final plat as part of that review procedure. (b) In addition to the review procedure set forth above, all lot consolidation applications shall be submitted to the state and county highway departments (if adjacent to a state or county highway) prior to submission of an application. A comment letter from these entities shall be required as part of the application. Subd. 3. Approval criteria. All of the following criteria shall be considered in the review of lot consolidations: (a) The consolidation must be in general compliance with the comprehensive plan; (b) The consolidation must meet the purpose and intent of this UDC; 6.4 54 CR225-464-620540.v5 improve water quality, reduce soil erosion, protect aquatic and riparian habitat, provide recreational opportunities, provide aesthetic benefits and enhance community and economic development. Subd. 3. General provisions. This subsection adopts the floodplain maps applicable to the City and includes three floodplain districts: Floodway, Flood Fringe, and General Floodplain (collectively, “Flood Districts”). (a) Delineated by map. Where Floodway and Flood Fringe districts are delineated on the floodplain maps, the standards as provided in the Crystal city code, subsection 515.13 shall apply, depending on the location of a property. (b) Not delineated by map. Locations where Floodway and Flood Fringe districts are not delineated on the floodplain maps are considered to fall within the General Floodplain district. Within the General Floodplain district, the Floodway District standards shall apply unless the floodway boundary is determined. Once the floodway boundary is determined, the Flood Fringe District standards may apply outside the floodway. (c) Lands to which this subsection applies. This Floodplain Overlay subsection applies to all lands within the jurisdiction of the City shown on the city’s zoning map and/or the attachments to the map as being located within the boundaries of the Flood Districts. Additionally, this Floodplain overlay subsection shall also apply to all lands which are shown on the Bassett Creek Watershed Management Organization’s Trunk System Map. (d) Overlay districts. The Floodway, Flood Fringe, and General Floodplain Districts are overlay districts that are superimposed on all existing zoning districts. The standards imposed in the overlay districts are in addition to any other requirements in this subsection. In case of a conflict, the more restrictive standards will apply. (e) Incorporation of maps by reference. The following maps together with all attached material are hereby adopted by reference and declared to be a part of the zoning map of Crystal, Minnesota and this subsection. The attached material includes the Flood Insurance Study for Hennepin County, Minnesota, and Incorporated Areas, dated November 4, 2016 and the Flood Insurance Rate Map panels enumerated below, dated November 4, 2016, all prepared by the Federal Emergency Management Agency. These materials are on file at Crystal city hall. The Effective Flood Insurance Rate Map panels are as follows: 27053C0192F 27053C0194F 27053C0203F 27053C0204F 27053C0211F 27053C0212F 27053C0213F 27053C0214F (f) Regulatory flood protection elevation. The regulatory flood protection elevation (RFPE) is an elevation not lower less than one two foot feet above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the floodplain that result from designation of a floodway. (g) Interpretation. The boundaries of the Flood Districts are determined by scaling distances on the Flood Insurance Rate Map. (1) Where a conflict exists between the floodplain limits illustrated on the city’s zoning map and actual field conditions, the flood elevations shall be the governing factor. The zoning administrator must interpret the boundary location based on the ground elevations that 6.4 71 CR225-464-620540.v5 (c) Building design. All new buildings within the TC-PD district shall adhere to the TC district site development standards for building placement, height and facades in the Crystal city code, subsection 515.05, subdivision 5. (d) Parking. The development shall provide parking according to the requirements in the Crystal city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of required parking spaces through the TC-PD approval process, the following information shall be submitted: (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility); (2) Number of full-time and part-time employees; (3) Number and approximate timing of deliveries; and (4) Such other information as may be requested by the city to determine that sufficient parking is provided for the proposed use. (e) Minimum green space. The minimum green space requirement in the TC-PD district is the same as the TC district. (f) New street locations. To create better connected streets when redevelopment occurs in the TC-PD district, new streets shall be constructed in the locations shown in Figure 11. The city will consider alternate street locations that achieve this intent. Figure 11: Location of new street connections in the TC-PD district 6.4 75 CR225-464-620540.v5 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Hotel, Motel, Extended Stay Establishments - - - P P P - 515.19, subdivision 4 (d) Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4 (e) Offices, Professional - C C P P P P 515.19, subdivision 4 (f) Parking Ramps or Structures - - - P P P P 515.19, subdivision 4 (g) Personal Services [3] - C C P P P 515.19, subdivision 4 (h) Restaurants or Eating Establishments [4] - C C P P P - 515.19, subdivision 4 (i) Retail Establishments [5] - C C P P P - 515.19, subdivision 4 (j) Theater, Indoor - - - P P - - Vehicle Repair - - - C - P - 515.19, subdivision 4 (k) Vehicle, Boat or Recreational Sales or Rental - - - P - P - 515.19, subdivision 4 (l) Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4 (m) Vehicle Wash or Detailing - - - PC - PC - 515.19, subdivision 4 (n) Industrial, Manufacturing, Research and Wholesale Use Category Building Materials Sales - - - - - P - Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5 (a) Industrial Uses (Indoors) - - - - - P - Industrial Or Commercial Uses with Outdoor Storage of Parts, Products, or Fuels - - - - - P - 515.19, subdivision 5 (b) Self Storage Facilities - - - - - P - Warehouse - - - - - P P Vehicle Impound Lot - - - - - C - 515.19, subdivision 5 (c) Public Facilities, Telecommunication and Utilities Use Category Essential Services P P P P P P P 6.4 81 CR225-464-620540.v5 (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way; and (3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales businesses shall be closed between the hours of midnight and 5 a.m. (n) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; and (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way. (3) A vehicle wash or detailing establishment shall comply with the use-specific standards for drive-through facilities in the Crystal city code, subsection 515.23, Subd. 2 (b). Subd. 5. Industrial, manufacturing, research and wholesale use category. (a) Bulk storage of liquids. If the storage is within 300 feet of properties used for residential purposes, such storage shall not exceed 25,000 gallons. (b) Industrial or commercial uses with outdoor storage of parts, products, or fuels. Industrial uses with outdoor storage of parts, products or fuels are subject to the following standards: (1) The storage or parking area is hard surfaced, clearly designated on the site as being limited to the specific, approved area, and meets the relevant requirements as provided in the Crystal city code, subsection 520.15 for hard surface design; 6.4 92 CR225-464-620540.v5 Table 4: Permitted Accessory Uses and Structures Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Zoning Certificate Required Use-Specific Standards in Subsection: R-1 R-2 R-3 C TC IAP Accessory Uses Assembly or gathering space - - - P P P - No 515.23, subdivision 2 (a) Day Care Facilities, In home P P P - P - - No Drive-through facilities - - - C - - - Not Applicable 515.23, subdivision 2 (b) Home Businesses P P P - P - - No 515.23, subdivision 2 (c) Keeping of Chickens P P - - - - - No 910 Kennels, Commercial P - - - - - - No 515.23, subdivision 2 (d) Kennels, Multiple Animal P P P - - - - No 515.23, subdivision 2 (e) Accessory Structures Accessibility ramps P P P P P P P No 515.23, subdivision 3 (a) Accessory dwelling units P P - - - - - Yes 515.23, subdivision 3(b) Amateur radio towers P P P - - - P No 515.23, subdivision 3(c) Balconies - P P - P - - No 515.23, subdivision 3 (d) Carports P P - - - - - No 515.23, subdivision 3(h) Clothesline poles P P - - - - - No 515.23, subdivision 3(e) Commercial storage buildings - - - C - P P See Note [1] 515.23, subdivision 3(f) Fences and walls P P P P P [2] P P No 520.09 Flagpoles P P P P P P P No Fuel pumps, private use - - - P - P P No 515.23, subdivision 3 (g) Garages, attached or detached P P P P - P P No 515.23, subdivision 3(h) Gazebos P P P - - - - No 515.23, subdivision 3(i) Mechanical equipment P P P P P P P 520.13 Noncommercial greenhouses P P - - - - - No 515.23, subdivision 3(j) Off-street parking and loading [3] P P P P P P P Yes 520.15 Patios, decks, and porches P P P P P - - No 515.23, subdivision 3 (k) Sheds P P P P - P P No 515.23, subdivision 3(l) Sidewalks P P P P P P P No 515.23, subdivision 3(m) Signs, Permanent P P P P P P P Not Applicable 530 6.4 103 CR225-464-620540.v5 (2) The sales area does not exceed 40% of the gross floor area of the principal use excluding basement storage areas, 20% of the area of the property, or 6,000 square feet, whichever is less; (b) Vehicle fuel sales. The sales and display of merchandise is limited to the walkway adjacent to the building, but a minimum of five feet of the walkway shall be clear of merchandise to allow for safe pedestrian movement; (c) Tent or sidewalk sales on private property. Tent or sidewalk sales on private property are subject to the following standards: (1) A minimum of five feet of the sidewalk shall be clear of merchandise to allow for safe pedestrian movement; (2) The property shall contain an area that will support the proposed temporary sale of products without encroaching into or creating a negative impact on existing vegetated areas, open space, landscaping, or traffic movements. Tents shall not be located in the public right-of- way; (3) The applicant shall demonstrate that adequate off-street parking is provided for patrons. If applicable, consideration shall be given to the parking needs of other occupants on the same property; and (4) Hours of operation for the sale are limited to between 8 a.m. and 9 p.m., and merchandise shall only be displayed during that time with each sale lasting no more than seven consecutive days. Each site is limited to no more than three sales events per calendar year; and (5) Tents shall be maintained in good repair. Any tent that is potentially dangerous or in disrepair shall be removed or repaired. (d) Seasonal agricultural sales. Seasonal agricultural sales are subject to the following standards: (1) Location. (i) The property contains an area that will support the proposed temporary sale of products without encroaching into or creating a negative impact on existing vegetated areas, open space, landscaping, or traffic movements; (ii) The applicant shall demonstrate that adequate off-street parking is provided for the duration of the sale. If applicable, consideration shall be given to the parking needs of other occupants on the same property; and (iii)The sale of goods shall not occur within the public right-of-way. (2) Hours of operation. The hours of operation of the seasonal sale of agricultural products shall be between the hours of 7:30 a.m. and 9:00 p.m., or the same hours of operation as the principal use on the same lot, whichever is more restrictive. Subd. 6. Portable storage containers. Portable storage containers are subject to the following standards: (a) If the container is located in the public right-of-way, the container shall comply with the requirements of the Crystal city code, chapter VIII; and 6.4 108 CR225-464-620540.v5 Figure 14: Illustration of typical setback locations for a one-family dwelling (a) Front setbacks. A front setback shall be measured at right angles from the nearest point on the public right-of-way at the front of the parcel to the nearest point of the wall of the structure, except as provided for in this subsection. (b) Side setbacks. The side setback shall be measured at right angles from the nearest point on the side property line of the parcel to the nearest point of the wall of the structure, establishing a setback line parallel to the side property line, which extends between the front and rear setbacks (see Figure 14). (c) Rear setbacks. The rear setback shall be measured at right angles from the nearest point on the rear property line to the nearest part of the structure, establishing a setback line parallel to the rear property line (see Figure 14). (d) Corner lots. The corner side setback shall be measured from the nearest point of the wall of the structure to the nearest point of the wall of the structure. (see Figure 14) Subd. 5. Height requirements and exceptions. (a) Standards. Each structure shall comply with the height requirements of the applicable zoning district, except: (1) As allowed in Table 6 when a building feature encroaches into a required height; and (2) The height of telecommunications facilities, including antennas, poles, towers, and necessary mechanical appurtenances, shall comply with the Crystal city code, subsection 515.19. (b) Measurement of building height. The maximum allowable building height shall be measured in feet as the vertical distance from the natural average grade around the perimeter of a structure to of the site to an imaginary plane as the maximum allowed number of feet above and parallel to the grade (see Figure 15):. (1) The deck line of a mansard roof; or 6.4 109 CR225-464-620540.v5 (2) The highest point of a flat roof; or (3) The mean height between the eaves and highest point on gable, hip or gambrel roof. The location of natural average grade shall be determined by the zoning administrator and shall not be artificially raised to gain additional building height. Replace this graphic with the one below it: Figure 15: Illustration of height measurement (c) FAA requirements. Height requirements shall meet the requirements of the Federal Aviation Administration (FAA). (1) Notice to the Federal Aviation Administration using FAA form 7460-1 is required prior to the following: (i) Any construction or alteration of more than 200 feet in height; and (ii) Any construction or alteration of greater height than the imaginary surface extending outward and upward at a slope of 100 to 1 for a horizontal distance of 20,000 feet from the nearest point of the nearest runway of the Crystal Airport. 6.4 122 CR225-464-620540.v5 Table 8: Zoning District Site Development Standards for Accessory Structures Accessory Structure Type R1 R2 R3 Commercial TC Industrial AP NOTES: [1] The tower shall be located only in the rear yard, and set back at least 15 feet from any property line. However, necessary guy wires, anchors, and wires of less than 1/4 inch may be set back at least 3 feet from any rear or interior side property line. [2] On interior lots abutting directly on Twin Lake, a detached accessory garage, carport, shed, accessory dwelling unit, or workshop may be erected within the front setback area provided it does not encroach into the required front, side or corner side setback. [3] If the garageGarages, carports, accessory dwelling units, or workshops in the side or rear yard may be located as close as 3 feet to the property line provided that no part of the building, including eaves and foundation, is within the 3 foot area and does not encroach into a platted or dedicated easement. does not have an eave or overhang on the side or rear of the structure, the structure may be located to a distance of 3 feet from the side or rear property line, but the structure shall not encroach into a platted or dedicated easement. [4] If the vehicle entrance for a detached garage or carport faces a street or alley, the garage or carport shall be at least 20 feet from the corner side or rear property line. [5] For building-mounted solar energy systems, the collector surface and mounting devices shall not extend beyond the required setbacks on which the building is mounted. For freestanding solar energy systems, the system may not extend into the following setbacks when oriented at minimum design tilt: Front: 30 feet, but cannot be located closer to the street than the principal building; Side: 5 feet; Rear: 5 feet; Corner side: 10 feet. [6] For the purposes of this maximum height requirement, detached accessory buildings are defined as carports, detached garages, gazebos, noncommercial greenhouses, sheds and workshops. Some of these structures may not be allowed in every zoning district. 6.4 125 CR225-464-620540.v5 Figure 18: Fence location on corner residential lot (principal building facing longer side) (3) Fences in non-residential districts. Fences in non-residential districts, including the TC- PD district, shall comply with the following: (i) For interior lots, fences shall not be taller than 4.5 feet in the front yard and 8.5 feet in the side or rear yard; and (ii) For corner lots, fence height is determined in the same manner as for corner residential lots (see Figures 17 and 18), except that the maximum height shall be 8.5 feet where a 6.5 feet fence is allowed. (iii) Fence height in front or corner side yards may exceed 4.5 feet in height up to a maximum of 8.5 feet if the fence is used as screening as allowed in the Crystal city code, subsection 520.13. (b) Locational requirements. (1) Fences may be located within a drainage and utility easement in side and rear yards. Where such fences are installed, the city will not be responsible for repairing or replacing the fence if work is done in the easement. (2) Fences shall comply with the site distance triangle requirements as provided in the Crystal city code, chapter VIII. (3) All fences, including footings, shall be located entirely upon the property where the fence is located. It is the property owner’s responsibility to locate property lines prior to installing a fence. (c) Design and maintenance requirements. (1) Barbed wire, razor wire, concertina, dannert, and above-ground electrical fences are prohibited. In the TC-PD district chain-link fences are also prohibited. (2) Fences taller than four feet shall either have underground posts in the ground at least ½ of the height of the fence or underground posts at least 18 inches in depth that are completely encased in concrete. 6.4 134 CR225-464-620540.v5 side of the storage area shall be furnished with swinging doors. Whenever feasible, the enclosure shall be located in the side or rear yard, away from residential areas; (b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall The zoning administrator may require that large ground-mounted mechanical equipment and utility meters that are not located on and screened by the building or structure, be screened from view of adjacent properties or public rights-of-way. This screening shall meet the following requirements: Equipment for one and two-family dwellings is exempted from this requirement; (1) Location and height requirements (i) Ground-mounted equipment shall not be located between the building and the public right-of-way. (ii) Screening shall be as high as the highest point of the equipment being screened. If a screen greater than 8 feet tall is required, the zoning administrator may require that the equipment be located in the principal building or the most visually inconspicuous area of the property that does not cause unnecessary negative impacts to residential properties. (2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from the screening requirements of this subsection: (i) Minor equipment not exceeding 18 inches in height. (ii) Mechanical equipment accessory to a one or two-family dwelling. (c) Roof-mounted mechanical equipment. Roof-mounted mechanical equipment shall be screened from view of adjacent properties and public rights-of-way, accomplished through the two methods in (1) and (2), below. As an alterative to these methods, the city may, at its discretion, allow rooftop equipment to be screened by painting it to match or approximate the color of the background against which the equipment is viewed. Solar energy systems are exempt from screening from this requirements if screening would interfere with system operations. (1) use Use of building walls, parapets, and/or roof systems (See Figure 24) Figure 24: Example of how parapet walls are utilized to screen roof mounted mechanical equipment. (2) Locate the equipment to a sufficient distance from the roof edge so as to not be visible. 6.4 136 CR225-464-620540.v5 Subd. 6. Approval of screening. Screening is typically approved at the time of review of a development review application, but also in those specific instances where screening is required. shall be approved during review of a zoning certificate, site plan, conditional use permit. In addition to what is required in this subsection, the zoning administrator or city council may require a specific type of screening to be used in a specific situation. Subd. 7. Deviation from standards. Screening which deviates from the standards identified in this subsection may be approved by the zoning administrator or the city council, dependent on the type of application required, and based on the unique circumstances of the proposal. In deciding whether or not to approve the alternative screening plan, the zoning administrator or city council may consider the following: (a) The items are sufficiently screened by a building or vegetation or the natural features of the site; (b) Due to the nature of the surrounding area and the character of the items to be screened, screening of the items is not necessary; or (c) The required screening may obstruct views of traffic or reduce natural surveillance of the site. 520.15. Off-street parking and loading. Subd. 1. Purpose. The purpose of off-street parking requirements is to alleviate or prevent congestion of the public right-of-way and to promote the safety and general welfare of the public, by establishing requirements for off-street parking of motor vehicles as a use that is accessory to the utilization of various parcels of land or structures. Subd. 2 Applicability. (a) New uses. The parking requirements of this subsection shall apply to a zoning certificate application as provided in the Crystal city code, subsection 510.15, or site plan application as provided in the Crystal city code, subsection 510.17, for the construction of a new building or use in any zoning district. (b) Expanded uses. (1) Whenever a building or use created prior to the effective date of this UDC is changed or enlarged in floor area, number of units, seating capacity, or otherwise that will create a need for an increase in the number of parking spaces, the additional parking spaces shall be provided on the basis of the new demand created by the enlargement or change. (2) If the proposed expansion or enlargement will increase the floor area, number of dwelling units, seating capacity, or other area to an extent larger than 50 percent of the building or use prior to the effective date of this UDC, then the entire site shall come into compliance with the requirements of this subsection. (c) Change of use. No change of use shall be authorized unless the new use meets the minimum number of parking spaces required by this subsection. (d) Existing uses. The parking requirements of this subsection shall not apply to buildings and uses legally in existence on the effective date of this UDC unless modified in the manner stated in this subsection. Furthermore, any parking facilities now serving such existing buildings or uses shall not be reduced below the requirements established in this subsection in the future. 6.4 140 CR225-464-620540.v5 Table 11: Parking Spaces by Use Use Type Minimum Maximum and Personal Service Theaters or Auditoriums 4 spaces, plus no less than 1 space per 4 seats based on the cumulative design capacity of the assembly room or spaces 4 spaces, plus no more than 1 space per 2 seats based on the cumulative design capacity of the assembly room or spaces Vehicle Repair 4 spaces, plus no less than 1 space per 500 square of gross floor area, excluding service bays. Service bays cannot be counted as parking spaces. Not applicable Vehicle, Boat, or Recreational Sales or Rental 4 spaces, plus 1 space per employee on the major shift. Such spaces are in addition to the vehicles parked for display Not applicable Vehicle Fuel Sales 4 spaces, plus 2 spaces per service or repair stall if applicable, plus no less than 1 space per 300 square feet of building area used for the sale of goods or services 4 spaces, plus 2 spaces per service or repair stall if applicable, plus no more than 1 space per 150 square feet of building area used for the sale of goods or services Vehicle Wash or Detailing 1) Drive-through, staffed: 2 spaces, plus 1 space per employee on the major shift 2) Drive-through, not staffed: 2 spaces 3) Self-service: 2 spaces Not applicable Industrial, Manufacturing, Research and Wholesale Use Category Manufacturing 4 spaces, plus no less than 1 space per 1,000 square feet of gross floor area 4 spaces, plus no more than 1 space per 500 square feet of gross floor area Warehouses 4 spaces, plus no less than 1 space per 3,000 square feet of gross floor area 4 spaces, plus no more than 1 space per 1,000 square feet of gross floor area Public, Institutional, or Recreational Use Category High School, college, university, or trade/business school 4 spaces, plus no less than 1 space per classroom, plus no less than 1 space per 2 students based on design capacity Not applicable Hospital Number of spaces as required per a parking study Number of spaces as required per a parking study 6.4 142 CR225-464-620540.v5 (a) Providing more parking spaces. An applicant may request up to ten percent additional spaces beyond the maximum allowed in Table 11, but shall be required to provide the information below. The request shall be reviewed according to a Type 1 review procedure and the decision of the zoning administrator is appealable according to the requirements in the Crystal city code, subsection 510.35. (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility); (2) Number of full-time and part-time employees; and (3) Number and approximate timing of deliveries. (b) Providing fewer parking spaces. An applicant may request a reduction of up to ten percent of the minimum required spaces in Table 11, but shall be required to provide the information required in this paragraph. The request shall be reviewed according to a Type 1 review procedure and the decision of the zoning administrator is appealable according to the requirements in the Crystal city code, subsection 510.35. (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility). (2) Number of full-time and part-time employees. (3) Number and approximate timing of deliveries. (c) Reducing the number of required enclosed parking spaces. An applicant may request a reduction of up to ten percent of the required number of enclosed spaces in Table 11 but shall be required to submit a description of why it is not feasible to construct the required number of enclosed spaces. The request shall be reviewed according to a Type 1 review procedure and the decision of the zoning administrator is appealable according to the requirements in the Crystal city code, subsection 510.35. (d) Shadow parking. A portion of the required parking spaces may remain landscaped and unpaved or paved with pervious (i.e., “green”) pavers, provided that the parking and unpaved areas complies with the following standards and is authorized in accordance with the approval of the relevant development review application (see Figure 26): (1) The parking plan submitted with the zoning certificate or site plan review application shall denote the location and layout of that portion of the parking area that currently is deemed not required. The plan shall indicate that the “shadow” parking spaces will be constructed according to these regulations in the event that the zoning administrator determines at any time that all or any portion of this parking is necessary; (2) At no time shall any portion of the required parking area that is so designated for future construction be used for the construction of any structure or paved surface with the exception that pervious pavers may be used to provide temporary parking provided that the pavers allow for grass and other vegetation to grow through the material; 6.4 152 CR225-464-620540.v5 Subd. 4. Storm water management plan. The plan shall contain the information required in this subdivision and shall conform to the requirements of the Minnesota Pollution Control Agency’s Construction Stormwater General Permit (MNR100001) for erosion, sediment and waste controls as it relates to storm water discharge. (a) Existing site map. A map of existing site conditions showing the site and immediately adjacent areas, including: (1) The street address, property identification number or legal description of the subject property; (2) North point, date, scale of drawing, and number of sheets; (3) Existing topography with a contour interval appropriate to the topography of the land but in no case having a contour interval greater than two feet; (4) A delineation of all streams, rivers, public waters and wetlands located on and immediately adjacent to the site, including depth of water, a description of all vegetation which may be found in the water, a statement of general water quality and any classification given to the water body or wetland by the Minnesota Department of Natural Resources, the Minnesota Pollution Control Agency, and/or the United States Army Corps of Engineers; (5) Location and dimensions of existing storm water drainage systems and natural drainage patterns on and immediately adjacent to the site delineating in which direction and at what rate storm water is conveyed from the site, identifying the receiving stream, river, public water, or wetland, and setting forth those areas of the unaltered site where storm water collects; (6) A description of the soils of the site, including a map indicating soil types of areas to be disturbed as well as a soil report containing information on the suitability of the soils for the type of development proposed and for the type of sewage disposal proposed and describing any remedial steps to be taken by the developer to render the soils suitable; (7) Vegetative cover and clearly delineating any vegetation proposed for removal; and (8) 100-year floodplains, flood fringes and floodways. (b) Site construction plan. A site construction plan including: (1) Locations and dimensions of all proposed land disturbing activities and any phasing of those activities; (2) Locations and dimensions of all temporary soil or dirt stockpiles; (3) Locations of all proposed stormwater management facilities; (4) Locations and dimensions of all construction site erosion control measures necessary to meet the requirements of this section; (5) Schedule of anticipated starting and completion date of each land disbursing activity including the installation of construction site erosion control measures needed to meet the requirements of this section; and 6.4 CCCRRRYYYSSSTTTAAALLL PPPOOOLLLIIICCCEEE DDDEEEPPPAAARRRTTTMMMEEENNNTTT “Service with Compassion, Integrity, & Professionalism” TO: Mayor and Council Members FROM: Stephanie K. Revering, Chief of Police CC: Anne Norris, City Manager DATE: May 12, 2021 SUBJECT: Council Meeting, May 18, 2021 ___________________________________________________________________________ MMEEMMOORRAANNDDUUMM BACKGROUND While discussions were occurring about the remodel of the police department, I had mentioned that we were researching a bronze statue for the front of the building. The statue will consist of a police officer, holding the hand of a child, along with looking at a second child on the same platform. The name of this statue is called “The Protector”. As you are well aware, Crystal Police Department has a deep, embedded philosophy of community policing, and we truly are proud of our relationship with our residents, and in particular, strive to connect with our young people, and we want to give back to our community with this statue. The statue is a 2/3 life size scale (approximately 48 inches tall) and shall be created using the “lost wax” method of bronze casting. Attached to this memo is a “replica” of the statue. Our statue will have our uniform, patch, etc. OUR ASK The cost of this statue is $30,000. We are planning on fundraising for this statue, and have already received donations that have been placed into a city initiatives fund. We are asking for your approval of an agreement for us to move forward with purchasing the statue so the artist can begin our design. As always, please let me know if you have any questions. Thanks. 6.5 6.5 “The Protector” SCULPTURE COMMISSION AGREEMENT (2/3 Life-Size) THIS AGREEMENT is made on this ________day of __________________, 2021, between Brodin Studios, Inc., 70127 330th Street, Kimball, MN 55353, hereinafter referred to as ARTIST, and the City of Crystal , 4141 Douglas Drive North, Crystal, MN 55422, hereinafter referred to as BUYER. WHEREAS, BUYER desires to commission ARTIST to design and construct an original bronze work of art: The Police Protector with two children; WHEREAS, ARTIST desires to create the above-mentioned ARTWORK; WHEREAS, both parties wish the integrity and clarity of the ARTIST'S ideas, and the quality and beauty of the ARTWORK, to be maintained and protected; NOW, THEREFORE, the parties mutually agree upon the following: I. DESCRIPTION OF THE ARTWORK ARTWORK shall be created in actual 2/3 life-size scale (approximately forty-eight (48) inches tall, exclusive of base, and shall be created using the "lost wax" method of bronze casting. ARTWORK shall be finished in an antique bronze patina, suitable for exterior exhibition and shall be signed and dated by the ARTIST. ARTWORK shall depict a uniformed officer holding the hand of two children. BUYER has commissioned ARTIST to create this ARTWORK as a tribute to Crystal Police Department. ARTWORK shall be created in the general image of the "PROTECTOR MONUMENT," depicting a single uniformed male officer with two children, exact pose to be determined later. A. ARTIST shall accurately depict the uniform, insignia, badges and equipment, according to pictures and information provided, as specified by the BUYER’S representatives. B. BUYER shall provide a suitable base for ARTWORK. ARTIST shall prepare statue for mounting and shall be available to advise on installation. 6.5 II. COMMISSION FEE BUYER shall pay ARTIST the sum of thirty thousand dollars and no cents ($30,000.00) plus additional costs specified in other sections or any addendum to this agreement. III. PAYMENT SCHEDULE A. A down payment of seven thousand five hundred dollars and no cents ($7,500.00) shall accompany the signed commission agreement, prior to beginning work. B. A second payment of seven thousand five hundred dollars and no cents ($7,500.00) shall be due August 2021. C. A third payment of seven thousand five hundred dollars and no cents ($7,500.00) shall be due January 2022. D. A final payment of seven thousand five hundred dollars and no cents ($7,500.00) shall be received upon completion. IV. DELIVERY AND INSURANCE COSTS ARTIST will deliver and install the monument. BUYER must provide a hoist or lift. V. COPYRIGHT ARTIST shall retain the copyright on ARTWORK and all reproduction rights shall be expressly reserved. ARTIST herein grants BUYER the limited license to make two dimensional reproductions of ARTWORK for non-commercial purposes, including, but not limited to, advertising, publicity, catalogs and similar publications, provided that these rights are exercised in a tasteful and professional manner. ARTIST'S copyright (as shown below) shall be clearly displayed on all reproductions and ARTIST shall be given a credit line in all editorial reference. © 1987 Brodin Studios, Inc All Rights Reserved VI. UNVEILING/DEDICATION BUYER shall notify ARTIST as to the date and time of the unveiling and dedication ceremonies. BUYER agrees to furnish ARTIST with a copy of all promotional materials, programs, videos and articles dealing with ARTWORK and the unveiling. VII. MAINTENANCE/REPAIR BUYER agrees that it will not intentionally destroy, damage, or otherwise alter, modify or change ARTWORK in any way. All repairs and restorations shall be the responsibility of the BUYER. ARTIST shall provide BUYER with a copy of written "care" instructions, covering maintenance of the surface of the sculpture. 6.5 VIII. TITLE OF ARTWORK BUYER shall have the right to determine the official title of the ARTWORK, and shall inform ARTIST of such at the earliest convenience. IX. MODIFICATIONS TO THE AGREEMENT Modifications to any section of this agreement must be made in writing, signed by both parties and attached as an addendum. X. JURISDICTION The laws of the state of Minnesota shall govern this agreement. Signed this ________________________________day of _______________, 2021. By __________________________ By ________________________ ARTIST/AGENT BUYER ____________________ Brodin Studios, Inc. City of Crystal 70127 330th Street 4141 Douglas Drive North Kimball, MN 55353 Crystal, MN 55422 6.5 6.6 6.6 6.6 Memorandum DATE: May 18, 2021 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Approve Plans and Specifications, Order Ad for Bids 2021 Storm Pipe Rehabilitation Background At the December 15, 2020 Council meeting, the Council authorized the professional services for the storm pipe rehabilitation project for the outlet of the pipe that runs along Bass Lake Road and connects with Upper Twin Lake. This project is in response to a resident’s concern about the condition of the storm water pipe outlet into Twin Lake, City staff inspected the outlet and identified some potential concerns that need to be addressed. Project Budget $250,000 is in the 2021 storm water utility long term plan for this project. At the April 20, 2021 work session, the Council gave the direction to staff to use up to $200,000 in the 2022 storm water capital fund for the storm pipe rehabilitation. This brings the total project funding available to $450,000. Project Cost The engineers estimated construction cost is $326,480. The professional services, construction testing, and other miscellaneous costs are approximately $60,000. This brings the total project cost to an estimated $386,480. Project Schedule In order to try and get the best pricing, the City is flexible on the construction schedule in terms of start time. The contractor will have until the late summer of 2022 to complete the project. That said, there is a provision in the contract that once they start the project they must complete it within a fixed number of weeks. After bids are opened the Council will be asked to approve the contract in June or July this summer. Attachment •Estimated cost •Project plan sheet Recommended Actions •Motion to approve resolution approving the plans and specifications for the 2021 Storm Pipe Rehabilitation project •Motion to approve resolution ordering advertisement for bids for the 2021 Storm Pipe Rehabilitation project 6.7 ENGINEER'S ESTIMATE ORCHARD AVENUE STORM SEWER REHABILITATION CITY OF CHRYSTAL, MN BMI PROJECT NO. 0T1123385 Date: 5/12/2021 GENERAL 1 MOBILIZATION 1 LS $31,500.00 $31,500.00 2 TRAFFIC CONTROL 1 LS $3,000.00 $3,000.00 SITE PREP 3 TEMPORARY FLOW DIVERSION 1 LS $27,500.00 $27,500.00 4 EROSION CONTROL 1 LS $5,000.00 $5,000.00 GENERAL CONSTRUCTION 5 72" RCP INVERT REPAIR "TYPE 2"360 SF $70.00 $25,200.00 6 72” RCP JOINT REPAIR “TYPE 1”207 LF $120.00 $24,840.00 7 72” RCP JOINT REPAIR “TYPE 2”263 LF $160.00 $42,080.00 8 FLARED END SECTION REPAIR 140 SF $100.00 $14,000.00 9 FLARED END SECTION RIPRAP 20 CY $100.00 $2,000.00 10 SITE RESTORATION 1 LS $5,000.00 $5,000.00 TOTAL $180,120.00 10% CONTINGENCY $18,012.00 ESTIMATED BASE BID TOTAL: $198,132.00 SITE PREP 11 EROSION CONTROL 1 LS $2,000.00 $2,000.00 GENERAL CONSTRUCTION 12 72” RCP INVERT REPAIR “TYPE 1”312 SF $60.00 $18,720.00 13 MANHOLE INVERT REPAIR “TYPE 3”12 SF $110.00 $1,320.00 14 72” RCP JOINT REPAIR “TYPE 1”302 LF $120.00 $36,240.00 15 72” RCP JOINT REPAIR “TYPE 2”340 LF $160.00 $54,400.00 16 72" RCP SURFACE REPAIR 10 SF $150.00 $1,500.00 17 SITE RESTORATION 1 LS $2,500.00 $2,500.00 TOTAL $116,680.00 10% CONTINGENCY $11,668.00 ESTIMATED ALTERNATE BID TOTAL: $128,348.00 ESTIMATED TOTAL PROJECT COST:$326,480.00 BASE BID ALTERNATE BID Total AmountItem No.Item Estimated Quantity Unit Unit PriceNotes 5/12/2021, 10:06 AM Engineer's Estimate Bolton & Menk, Inc.Page 1 of 2 6.7 6.7 RESOLUTION NO. 2021 - ______ APPROVING PLANS AND SPECIFICATIONS FOR THE 2021 STORM PIPE REHABILITATION PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City has developed a long-term plan for reconstruction of the City’s water, sanitary sewer, storm water, and street infrastructure; and WHEREAS, the 2021 storm water capital funds have been allocated funds for the rehabilitation of a storm water pipe; and WHEREAS, the firm of Bolton & Menk has prepared the plans and specifications plans for the proposed 2021 Orchard Avenue Storm Sewer Rehabilitation project; and NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the plans and specifications for the 2021 Storm Pipe Rehabilitation Project. Adopted by the Crystal City Council this 18th day of May, 2021. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 6.7 RESOLUTION NO. 2021 - ______ ORDERING ADVERTISEMENT FOR BIDS FOR THE 2021 STORM PIPE REHABILITATION PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City has developed a long-term plan for reconstruction of the City’s water, sanitary sewer, storm water, and street infrastructure; and WHEREAS, the 2021 storm water capital funds have been allocated funds for the rehabilitation of a storm water pipe; and WHEREAS, the firm of Bolton & Menk has prepared the plans and specifications plans for the proposed 2021 Orchard Avenue Storm Sewer Rehabilitation project; and WHEREAS, the City Council approved the plans and specifications on May 18, 2021. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby orders the advertisement for bids for the 2021 Storm Pipe Rehabilitation Project. Adopted by the Crystal City Council this 18th day of May, 2021. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 6.7 6.8 6.8 6.8 6.8 6.8 AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL  REGULAR MEETING  TUESDAY, MAY 18, 2021 IMMEDIATELY FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING CRYSTAL CITY HALL COUNCIL CHAMBERS 1. Call to order * 2. Roll call * 3. Approval of minutes from May 4, 2021 Regular Meeting 4. Consider tentative acceptance of proposal for construction of a new single-family home at 3556 Major Avenue North 5. Other business * 6. Adjournment * *Items for which no materials are included in the packet Page 1 of 3 Minutes of the Economic Development Authority of the City of Crystal Regular Meeting Council Chambers May 4, 2021 1. Call to Order Vice President Banks called the meeting of the Economic Development Authority of the City of Crystal (EDA) to order at 7:42 p.m. 2. Roll Call Upon call of the roll, the following members were present: Jim Adams, Brendan Banks, John Budziszewski, David Cummings, Therese Kiser, Nancy LaRoche and Olga Parsons. The following staff were present: Executive Director Anne Norris, Deputy Executive Director John Sutter, City Planner Dan Olson and City Attorney Troy Gilchrist. 3. Approval of Minutes Moved by Commissioner Adams (LaRoche) to approve the minutes from the March 2, 2021 regular meeting. Motion carried with Commissioners Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons voting aye. 4. Consider tentative acceptance of proposal for construction of a new residential building at 4741 Welcome Avenue North Staff presented the proposals received from Amani Construction and Renovations LLC and Gernco Construction LLC, and requested an EDA motion tentatively accepting one of the proposals. Moved by Commissioner Adams (LaRoche) to tentatively accept the proposal from Gernco Construction LLC. Motion carried 4-3 with Commissioners Adams, Banks, LaRoche and Parsons voting aye and Budziszewski, Cummings and Kiser voting nay. 5. Consider a resolution authorizing an application for Hennepin County Business District Initiative funds for a storefront improvement program Staff presented the report and requested EDA adoption of the resolution. Moved by Commissioner Adams (LaRoche) to adopt the resolution authorizing an application for Hennepin County Business District Initiative funds for a storefront improvement program. Motion carried with Commissioners Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons voting aye. Page 2 of 3 6. Update on development activity and 2021 Work Program Staff presented an update on activity since the Work Program was adopted on March 2. 7. Other Business There was no other business 8. Adjournment Moved by Commissioner Adams (LaRoche) to adjourn the meeting. Motion carried with Commissioners Adams, Banks, Budziszewski, Cummings, Kiser, LaRoche, and Parsons voting aye. The meeting adjourned at 8:32 p.m. Page 3 of 3 These minutes of the May 4, 2021 meeting of the Crystal Economic Development Authority were approved by the Authority on ________________ ____, 20___. ______________________________ Olga Parsons, President ATTEST: ______________________________ Therese Kiser, Secretary Page 1 of 3           _____________________________________________________________________  FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for May 18 meeting) DATE: May 13, 2021 RE: Consider tentative acceptance of proposal for construction of a new single-family home at 3556 Major Avenue North   Great Buy Homes has submitted a proposal to purchase the lot at 3556 Major Avenue North for the asking price - $25,000. The lot was discounted in the Request for Proposal (RFP) since the builder will need to install sewer and water service connections. Great Buy Homes is a state-licensed residential building contractor with no enforcement actions and considerable experience in home construction. Attached are builder’s proposal form, site plan, and an illustration of the two-story home that would be built on the lot. The builder does not yet have a buyer for the home, which would be finished as follows:  Main floor. Approximately 925 square feet on the main level with an open living- dining-kitchen area, one bedroom/den and a bathroom.  Second floor. Approximately 970 sq. ft on the second floor with three bedrooms and two bathrooms.  Lower level. Approximately 730 unfinished sq. ft. on the lower level, with an option to have it finished with an additional bedroom, a bathroom, and family room.  Garage: A two-car detached garage would be accessed from the alley. The builder is proposing to request variances to reduce the home’s north side setback from 10’ to 8’ and to reduce the front setback from 30’ to 28’. Upon tentative acceptance of the proposal by the EDA, staff will work with the builder to finalize the site and building plan, have the EDA attorney prepare the Purchase and Development Agreement, publish the public hearing notice in the Sun Post, notify property owners within 500’ of the variance request, post it to Crystal’s Lee Park neighborhood on Nextdoor, and notify the City of Robbinsdale because the municipal boundary is 36th Avenue.  EDA Staff Report Lot Sale – Tentative Acceptance 3556 Major Avenue North Page 2 of 3 Site Location Map and 2020 Aerial Photo: Page 3 of 3 The following is a proposed schedule for sale of the lot: June 14: Planning Commission public hearing and recommendation on the variance application June 15: City Council decision on the variance application EDA public hearing for the lot sale August 14: Last day for the builder to close on the lot Attachment: A. Great Buy Homes proposal REQUESTED EDA ACTION: Tentative acceptance of the proposal from Great Buy Homes for the EDA lot at 3556 Major Avenue North.  ATTACHMENT A Proposal from Great Buy Homes Front Elevation facing Major Avenue (Reverse Plan - triple window would be to the left of the door) Site Plan (Preliminary) Basement Plan Main Floor Plan 2nd Floor Plan