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06-09-2020 Complete AgendaREGULAR CITY COUNCIL MEETING VIRTUAL MEETING HELD VIA WEBEX JUNE 9, 2020 7:00 PM INTRODUCTORY PROCEEDINGS Call to order Pledge of Allegiance Open forum Each speaker is to keep their comment period to three minutes to allow sufficient time for others. Comments are to be an opportunity to address the Council on items not on the agenda. Individuals who wish to address the Council must have submitted comments prior to the meeting to kwynn@richfieldmn.gov or by calling 612-861-9711. Approval of the Minutes of the (1) City Council Work Session of May 26, 2020; and (2) City Council Meeting of May 26, 2020. PRESENTATIONS 1. WaterSmart Kickoff 2. 2019 Audit Findings 3. Presentation for Pride Month LGBTQI Proclamation. AGENDA APPROVAL 4. Approval of the Agenda 5.Consent Calendar contains several separate items, which are acted upon by the City Council in one motion. Once the Consent Calendar has been approved, the individual items and recommended actions have also been approved. No further Council action on these items is necessary. However, any Council Member may request that an item be removed from the Consent Calendar and placed on the regular agenda for Council discussion and action. All items listed on the Consent Calendar are recommended for approval. A. Consider the adoption of a resolution authorizing acceptance of a donation of $5,000 to the city of Richfield from The Minneapolis Foundation. Staff Report No. 65 B.Consider a ratification of the Mayor’s May 29, 2020 Proclamation of a Civil Emergency and establishment of a city-wide curfew pursuant to City Code subsection 900.21 and all Supplemental Orders extending such curfew and rescind the current state of civil emergency. Staff Report No. 66 6. Consider approval of the first reading of an ordinance rezoning property on the northeast corner of Lyndale Avenue and 64th Street (6345 Lyndale Avenue South and 600 64th Street West, generally) as Planned Mixed Use (PMU) and schedule a second reading for July 14, 2020. Staff Report No. 67 OTHER BUSINESS 7. Receipt of the City of Richfield Comprehensive Annual Financial Report (CAFR) for the fiscal year ended December 31, 2019. Staff Report No. 68 CITY MANAGER’S REPORT 8. City Manager's Report CLAIMS AND PAYROLLS 9. Claims and Payroll COUNCIL DISCUSSION 10. Hats Off to Hometown Hits 11. Adjournment Auxiliary aids for individuals with disabilities are available upon request. Requests must be made at least 96 hours in advance to the City Clerk at 612-861-9738. PROPOSED ORDINANCES CITY COUNCIL MEETING MINUTES Richfield, Minnesota City Council Work Session Virtual Meeting held via WebEx May 26, 2020 CALL TO ORDER The meeting was called to order by Mayor Regan Gonzalez at 5:45 p.m. held via WebEx. Council Members Maria Regan Gonzalez, Mayor; Mary Supple; Simon Trautmann; Ben Whalen; Present: and Edwina Garcia. Staff Present: Katie Rodriguez, City Manager; Melissa Poehlman, Assistant Community Development Director; Kristin Asher, Public Works Director; Jack Broz, Transportation Engineer; Joe Powers, Assistant City Engineer; Blanca Martinez Gavina, Executive Analyst; and Kelly Wynn, Senior Office Assistant ITEM #1 UPDATE ON RECENT AND UPCOMING PERMIT APPLICATIONS, PERMIT APPROVALS, AND CONSTRUCTION OF SMALL CELL WIRELESS INSTALLATIONS THROUGHOUT THE CITY. PROPOSAL TO AMEND SECTION 802.21 OF THE RICHFIELD CITY CODE, WHICH GOVERNS AESTHETIC AND SPACING REQUIREMENTS FOR SMALL CELL WIRELESS INSTALLATIONS, AND TO REMOVE THE CURRENT CITY REQUIREMENT THAT SMALL CELL INSTALLATIONS IN RESIDENTIAL AREAS BE SUBJECT TO A CONDITIONAL USE PERMIT. City Manager Rodriguez introduced the agenda item and Joe Powers, Assistant City Engineer. Assistant City Engineer Powers gave a background on small cell wireless project along with the two companies, Verizon and AT&T, which have applied for permits in Richfield. He then provided a small cell status for both companies. In 2019, AT&T had 10 permits approved and Verizon had 17 permits submitted. He went on to discuss the small cell outlook and how COVID-19 is impacting that outlook. Council was provided a map, which available online under work session material, for visualization. Assistant Community Development Director Poehlman discussed the current city code and proposed modifications. She also commented on how little staff is able to do regarding these installations if residents do not want them. She proceeded with listing proposed regulations for the installations. Council Member Supple requested clarification on how visual the warning signs will be on the installations. Assistant Community Development Director Poehlman explained they don’t want large glowing warning signs but rather have signage legible but not having the poles wrapped entirely. City Council Work Session Minutes -2- May 26, 2020 Council Member Whalen requested small signage at a reasonable height for residents if possible. He also showed support for having at least 300 feet between installations. He then asked for clarification on the current CUP set up. Assistant Community Development Director Poehlman explained there are no valid reasons to deny a permit. Council Member Trautmann agreed residents should have access to a map of the installations and provide contact information. Assistant City Engineer Powers commented on how he plans to have a page set up on the Richfield website with information for residents along with contact information. Council Member Supple thanked staff for advocating for residents. Mayor Regan Gonzalez also would like a map and information available for residents. She echoed her support in spacing the installations out as far as possible. Council Member Supple supported the modifications to get rid of the CUP. Council Member Trautmann agreed as well in being as transparent as possible to residents. Council Member Whalen also expressed support and believes the front facing website page will provide notifications to residents. Council Member Garcia and Mayor Regan Gonzalez also agreed to remove the CUP process. ITEM #2 UPDATE ON THE PRELIMINARY DESIGN FOR THE 65TH STREET RECONSTRUCTION PROJECT BETWEEN 66TH STREET/RAE DRIVE AND NICOLLET AVENUE, INCLUDING THE LYNDALE AVENUE PEDESTRIAN IMPROVEMENTS BETWEEN 64TH STREET AND 66TH STREET. Transportation Engineer Broz gave a brief timeframe on the 65th Street Reconstruction. He supplied goals, plans, policies and an overview of what has been previously discussed. He proceeded to discuss flood mitigation improvements around the HUB and a pipe from the HUB area to Richfield Lake. He also gave a brief summary of resident feedback. He then walked through the reconstruction plan including paint, bike lanes, trail system, on street parking, lane configuration and sidewalks. Transportation Engineer Broz then spoke of the Wendy’s current parking lot and potential issues. Council Member Supple asked for clarification on parking near 64th and Lyndale. Transportation Engineer Broz explained how they will be adding as many spots as possible. Council Member Supple also asked about helping trails to prevent flooding. Transportation Engineer Broz discussed how more research needs to be done on the flood mitigation project. It will be part of the plan. Director Asher added they are looking at the system as a whole. Council Member Whalen asked about widening trails in certain areas where there is a lack of on street bike lanes. Transportation Engineer Broz stated he isn’t prepared to commit to yes or no because they will have to assess areas to see if wider paths will fit. City Council Work Session Minutes -3- May 26, 2020 Council Member Whalen questioned about connections for pedestrians and possible changes to bus stops. Transportation Engineer Broz stated there are some connections in the plans but no changes are in the plan for bus stops. Council Member Whalen also questioned how this project will be compatible with the HUB reconstruction. Transportation Engineer Broz spoke of how there was early collaboration with people and will serve the needs of the HUB. Council Member Whalen questioned the three entrances at the Wendy’s restaurant. Transportation Engineer Broz explained how the current corner layout they is challenging. Closing one entrance can create more movement in the parking lot and can also cost the city a lot of money to alter. Council Member Trautmann thanked staff and members of the Transportation Commission. He also commented on how residents in nearby housing currently have to walk out of their way to get where they are going and this will be a huge convenience for them. He then applauded Transportation Engineer Broz for all his work. Council Member Garcia commented on what a challenging area this has been and is looking forward to the changes. Transportation Engineer Broz discussed how equity matters and how it applies to transportation and this project. Mayor Regan Gonzalez applauded the concrete idea of being able to include items such as equity in all departments and projects. She also spoke of things such as these are why the Public Works Department receives so many compliments. Director Asher stated how the department is not afraid to have difficult discussions. She then spoke of how reconstruction is set for 2022. The preliminary design will be brought to the council in June. Council Member Whalen believes the project is on track and would like to make sure all ideas and community feedback is shared and communicated. Mayor Regan Gonzalez thanked everyone for their questions and comments. ADJOURNMENT The meeting was adjourned by unanimous consent at 6:55 p.m. Date Approved: June 9, 2020 Maria Regan Gonzalez Mayor City Council Work Session Minutes -4- May 26, 2020 Kelly Wynn Katie Rodriguez Senior Office Assistant City Manager CALL TO ORDER The meeting was called to order by Mayor Maria Regan Gonzalez at 7:01 p.m. via WebEx. Council Members Maria Regan Gonzalez, Mayor; Mary Supple; Ben Whalen; Edwina Garcia; and Present: Simon Trautmann Staff Present: Katie Rodriguez, City Manager; Julie Eddington, Attorney (stand-in for City Attorney Mary Tietjen); John Stark, Community Development Director; Julie Urban, Housing Manager; Kristin Asher, Public Works Director; Joe Powers, Assistant City Engineer; Jane Skov, IT Manager; Blanca Martinez Gavina, Executive Analyst; and Kelly Wynn, Senior Office Assistant PLEDGE OF ALLEGIANCE Mayor Regan Gonzalez led the Pledge of Allegiance Mayor Regan Gonzalez led a moment of silence in memory of George Floyd, his family and community. OPEN FORUM No speakers. No constituents reached out prior to the meeting with any comments. APPROVAL OF MINUTES M/Whalen, S/Supple to approve the minutes of the (1) City Council Work Session of May 12, 2020; and (2) City Council Meeting of May 12, 2020. Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE CITY COUNCIL MEETING MINUTES Richfield, Minnesota Regular Council Meeting Virtual Meeting held via WebEx May 26, 2020 Council Meeting Minutes -2- May 26, 2020 Whalen: AYE Motion carried 5-0 Item #1 APPROVAL OF THE AGENDA M/Garcia, S/Trautmann to approve the agenda Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Item #2 CONSENT CALENDAR City Manager Rodriguez presented the consent calendar. A. Consider the approval of the Portland Avenue Bicycle and Pedestrian Link Project: 1. Construction Cooperative Agreement; 2. Limited Use Permit; and 3. No Parking Resolution (Staff Report No. 62). RESOLUTION NO. 11740 RESOLUTION AUTHORIZING “NO PARKING” TRAFFIC CONTROL SIGNS ON PORTLAND AVENUE (CSAH 35) AND 66TH STREET (CSAH 53) UPON COMPLETION OF THE PORTLAND AVENUE BICYCLE AND PEDESTRIAN LINK PROJECT B. Consider approval of a request for a new Secondhand Goods Dealer license for GameStop Inc., d/b/a GameStop #0633, located at 34 66th Street West (Staff Report No. 63). M/Trautmann, S/Supple to approve the consent calendar. Council Member Supple requested clarification from staff of which areas will be re-striped. Director Asher spoke of the areas that will be re-striped. Council Member Whalen expressed excitement for the project as he uses the trails regularly. He commented on the desire for the signals and crosswalks for pedestrians. Executive Analyst Martinez Gavina took roll call vote: Council Meeting Minutes -3- May 26, 2020 Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Item #3 CONSIDERATION OF ITEMS, IF ANY, REMOVED FROM CONSENT CALENDAR None Item #4 PUBLIC HEARING TO CONSIDER APPROVAL OF AN ORDINANCE CREATING AN AFFORDABLE HOUSING TRUST FUND AND AUTHORIZE SUMMARY PUBLICATION OF SAID ORDINANCE (STAFF REPORT NO. 64) Council Member Supple presented staff report 64. Director Stark spoke of the additional research done by staff to answer questions from Council. Council Member Whalen summarized past discussions of how the funds will be used. He then discussed statistics he researched regarding the affordable housing market in Richfield. He questioned the goal of keeping this fund flexible and what that means. He also recommended that a majority of the funds be spent on very low to low income housing. Director Stark spoke of how this is a tool and attempting to provide as much utility to this tool as possible. Mayor Regan Gonzalez questioned if this tool will have the ability to be broad to allow for a range of funding and grants. Director Stark stated how the future is unknown at this point but there is a possibility for a match of funds depending on what kind of programs the funds are delegated. Council Member Supple asked if proceeding with the proposal with a supermajority would affect the possibility of receiving matching funds. Director Stark explained that if a project did receive supermajority and funds that it would have the possibility of receiving matching funds. Council Member Supple opened the public hearing. Senior Office Assistant Wynn stated no callers had been received and stated the phone number of 612-861-0651. M/Supple, S/Garcia to close the public hearing Council Meeting Minutes -4- May 26, 2020 Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Council Member Whalen asked what percentage each program run through this trust fund would receive annually. Housing Manager Urban explained the Fix-Up Fund would receive $30,000, Down Payment Assistance Program up to $115,000, Kids at Home would receive $130,000, and Emergency Rental Assistance would get up to $70,000 with potential of an additional $55,000. Council Member Whalen proposed an amendment that would pass the existing ordinance as is with the stipulation that over any consecutive three year period, no more than 20 percent of the funds could be spent on moderate income households. Mayor Regan Gonzalez asked if there would be any unintended impacts regarding the amendment. Director Stark explained it is difficult to know. It may cause some issues when multiple housing units are developed in one year. Council Member Supple expressed concern with an impromptu amendment. Council Member Trautmann appreciated the spirit but feels more comfortable with moving forward with the supermajority option. Council Member Garcia supports the original language to avoid being boxed in and would like to have the option to alter language later if necessary. M/Supple, S/Trautmann to approve an ordinance establishing an affordable housing trust fund with the modification that any funding placed in the trust fund to serve moderate income households be approved by supermajority or four out of five Council Members. Council Member Whalen expressed support as this is important work concerning the pandemic. He requested that very low and low income households are prioritized in the future. Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Council Meeting Minutes -5- May 26, 2020 M/Supple, S/Garcia to adopt a resolution approving a summary publication of a modified ordinance establishing an affordable housing trust fund RESOLUTION NO. 11742 RESOLUTION APPROVING SUMMARY PUBLICATION OF AN ORDINANCE ESTABLISHING AN AFFORDABLE HOUSING TRUST FUND Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Item #5 CONSIDER A RESOLUTION REQUESTING AN ADVANCE PAYMENT OF 2020- 2024 MUNICIPAL STATE AID (MSA) STREET FUNDS TO COLLECT FUNDS AVAILABLE FROM THE COMPLETION OF ELIGIBLE PAST PROJECTS (STAFF REPORT NO. 61) Mayor Regan Gonzalez presented staff report 61. Director Asher discussed how the funds will be allocated and the amount of funds the city is eligible to receive. M/Regan Gonzalez, S/Whalen to adopt a resolution authorizing an advance of 2020-2024 municipal state aid street funds. RESOLUTION NO. 11741 RESOLUTION AUTHORIZING AN ADVANCE OF 2020-2024 MUNICIPAL STATE AID STREET FUNDS Mayor Regan Gonzalez thanked staff for being prudent in finding ways to fund projects without having the costs fall on the residents. Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Garcia: AYE Whalen: AYE Motion carried 5-0 Item #6 CITY MANAGER’S REPORT Council Meeting Minutes -6- May 26, 2020 City Manager Rodriguez spoke on the following items: • City Manager Order 20-01 to allow restaurants permits for additional outdoor seating. • Discussion with youth associations regarding field rentals for the summer. • Deputy Registrar office is attempting to open for appointments. • Equity Proclamation coverage in the Star Tribune. • Resident complaints regarding the Governor’s orders during the pandemic. Council Member Trautmann thanked City Manager Rodriguez and staff for the quick turnaround on getting the order out and available to residents. Mayor Regan Gonzalez also thanked staff for all their work and taking time for phone calls. She appreciates staff doing an exceptional job to help alleviate stress from not only staff but residents as well. Item #7 CLAIMS AND PAYROLL M/Garcia, S/Trautmann that the following claims and payrolls be approved: U.S. Bank 05/26/2020 A/P Checks 287274 - 287960 $ 1,376,920.07 Payroll: 154332 - 154593 642,592.17 TOTAL $ 2,019,512.24 Executive Analyst Martinez Gavina took roll call vote: Regan Gonzalez: AYE Supple: AYE Trautmann: AYE Whalen: AYE Garcia: AYE Motion carried 5-0 Item #8 HATS OFF TO HOMETOWN HITS Council Member Garcia congratulated Dr. Jenkins on his accolades and is proud he is a Richfield resident. She commented on how he is the definition of perseverance. Council Member Whalen mentioned how difficult this year’s Ramadan has been and hoped residents who observe it were able to celebrate. He then expressed excitement on the opening of the Wood Lake Boardwalk. The improvements were much needed and greatly appreciated. He also spoke of all the great work the Recreation Department and how quickly they have pivoted to provide virtual programming for residents. Council Member Supple congratulated Omar McMillan on making it to the final round for Teacher of the Year and how grateful the community is to have him. She also commended Dr. Jenkins on his accomplishments. She then expressed appreciation for all the volunteers who put on the Memorial Day program. She also applauded Director Asher and her staff for all they do in the community. Council Meeting Minutes -7- May 26, 2020 Council Member Trautmann echoed excitement on the opening of the Wood Lake Boardwalk and encouraged residents to continue using masks and maintain social distancing. He then reminded residents of the opportunity to become a member of Friends of Wood Lake. There will be a membership drive happening in the near future. He also commended Coach Omar McMillan on making it to the top ten Teacher of the Year. Council Member Trautmann congratulated Director Asher and all Public Works employees for the wonderful work they do every day. Mayor Regan Gonzalez applauded the collaboration and foresight of the great leaders Richfield currently has and has had in the past. She also thanked all the volunteers and veterans that assisted with the virtual Memorial Day program. She then commended Director Asher and staff for all their work and keeping Richfield’s best interest in mind. Item #10 ADJOURNMENT The meeting was adjourned by unanimous consent at 8:11 p.m. Date Approved: June 9, 2020 Maria Regan Gonzalez Mayor Kelly Wynn Katie Rodriguez Senior Office Assistant City Manager Proclamation of the City of Richfield WHEREAS, Pride Month is the positive stance against discrimination and violence toward individuals who identify as lesbian, gay, bisexual, transgender, queer, intersex and asexual (LGBTQIA) and celebrates sexual and gender identities; and WHEREAS, the Richfield City Council and staff identified celebrating diversity and being equitable as core values, recognizing that our diverse culture is one of our greatest strengths and assets; and WHEREAS, the month of June was chosen for LGBTQIA Pride Month to commemorate the Stonewall riots, which occurred in June 1969 and became a catalyst for the LGBTQIA rights movement; and WHEREAS, LGBTQIA people have made, and continue to make, great and lasting contributions to the city of Richfield and to the greater community; and WHEREAS, while the LGBTQIA rights movements has achieved great progress, there remains more progress to be had; and WHEREAS, the Richfield Human Rights Commission supported this proclamation at its May 5, 2020, meeting and recommended the Richfield City Council do the same; and Now, THEREFORE, I, Maria Regan Gonzalez, mayor of Richfield, on behalf of the Richfield City Council, do hereby proclaim the month of June 2020 as LGBTQIA Pride Month in the City of Richfield and call on the people of Richfield to observe this month with appropriate programs, activities, and ceremonies, and continue to honor the contributions of LGBTQIA residents throughout the year. PROCLAIMED this 9th day of June , 2020. Maria Regan Gonzalez, Mayor AGENDA SECTION:CONSENT CALENDAR AGENDA ITEM #5.A. STAFF RE P ORT NO. 65 CIT Y COUNCIL ME E T ING 6/9/2020 RE P O RT P RE PA RE D B Y: B lanca Martinez Gavina, E xc. A id A nalyst D E PA RTME NT D IRE C TO R RE V IE W: O THE R D E PA RTM E NT RE V IE W: C ITY MA NA G E R RE V IE W: K atie Rodriguez, C ity Manager 6/3/2020 I T E M F O R C O UNC IL C O NS ID E RAT I O N: Consider the adoption of a resolution authorizing acceptance of a donation of $5,000 to the city of Richfield from The Minneapolis Foundation. E X E C UT IV E S UM M ARY: The Minneapolis Foundation created funds to support the complete count of municipalities across the state. The application process consisted of a review of Richfield's census count plan and other relevant information. During the application it was noted that Richfield is home to a thriving and robust diverse community, and that the grant would support the ongoing outreach, education and engagement of the city’s traditionally under- counted communities specifically immigrant, non-English speakers, renters, under-served and communities of color. The city of Richfield's recent census outreach and engagement, focused on dispelling myths around data privacy and the previously proposed citizenship question. Many residents, especially those from the immigrant community, are unwilling to participate or trust governmental officials regarding census issues. The lack of trust from the community requires additional culturally competent approaches and resources to both establish rapport and build relationships to ensure a complete count. Again, engaging, organizing and reaching out to traditionally under counted communities require both funds and time to bring forth the voices of historically under counted communities. RE C O M M E ND E D AC T I O N: By motion, adopt a resolution authorizing acceptance of a donation of $5,000 to the City of Richfie ld for the Richfield Counts Census Campaign from the Minneapolis Foundation. B AS IS O F RE C O M M E ND AT I O N: A.H IS TOR IC AL C ON T E X T See executive summary. B.P OL IC IE S (resolutions, ordinances, regulations, statutes, etc): The proposed Richfield Counts Campaign furthers the goal of the city's Core Values of being equitable and celebrating diversity. C.C R IT IC AL T IMIN G IS S U E S: This grant was received in 2019/2020 and should be formally accepted as soon as possible. Funds have been made available to the City of Richfield. D.F IN AN C IAL IMPAC T: The Minneapolis Foundation donated $5,000 to the city of Richfield. The funds will be used to support the Richfield Counts Census Campaign. E.L E GAL C ON S ID E R AT ION: N/A ALTE R N AT IV E R E C O MME N D ATIO N(S): N/A P R IN C IPAL PAR TIE S E X P E C TE D AT ME E TIN G: AT TAC H ME N T S: D escription Type Resolution of 2020 C ensus Resolution L etter RESOLUTION NO. 11743 RESOLUTION AUTHORIZING ACCEPTANCE OF A DONATION RECEIVED BY THE MINNEAPOLIS FOUNDATION AND TO AUTHORIZE THE CITY OF RICHFIELD TO ADMINISTER THE FUNDS IN ACCORDANCE WITH THE UPDATED CENSUS OUTREACH PLAN WHEREAS, Minnesota Statute 465.03 reads in part as follows: Any city, county, school district or town may accept a grant or devise of real or personal property and maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Nothing herein shall authorize such acceptance or use for religious or sectarian purposes. Every acceptance shall be by resolution of the Council adopted by two-thirds majority of its members, expressing such terms in full, and WHEREAS, the City of Richfield has received grants and donations as described below: $5,500 from the Minneapolis Foundation for funding the 2020 Richfield Counts Census Campaign NOW, THEREFORE, BE IT RESOLVED, by the City of Richfield, Minnesota, as follows: That the City of Richfield hereby accepts the donations as listed above, received in 2020, and authorizes the City of Richfield to administer the funds in accordance with the 2020 Richfield Counts Census Campaign guidelines. Adopted by the City Council of the City of Richfield, Minnesota this 9th Day of June, 2020. Maria Regan Gonzalez, Mayor ATTEST: Elizabeth VanHoose, City Clerk AGENDA SECTION:CONSENT CALENDAR AGENDA ITEM #5.B. STAFF RE P ORT NO. 66 CIT Y COUNCIL ME E T ING 6/9/2020 RE P O RT P RE PA RE D B Y: B lanca Martinez Gavina D E PA RTME NT D IRE C TO R RE V IE W: O THE R D E PA RTM E NT RE V IE W: C ITY MA NA G E R RE V IE W: K atie Rodriguez, C ity Manager 6/4/2020 I T E M F O R C O UNC IL C O NS ID E RAT I O N: Consider a ratification of the Mayor ’s May 29, 2020 Proclamation of a Civil Emergency and establishment of a city-wide curfew pursuant to City Code subsection 900.21 and all Supplemental Orders extending such curfew and rescind the current state of civil emergency. E X E C UT IV E S UM M ARY: On May 29, 2020 Mayor Regan Gonzalez declared a Civil Emergency due to the following events: 1. The cities of Minneapolis and St. Paul, Minnesota, experienced widespread civil unrest since at least May 26, 2020. 2. Said civil unrest included violent and destructive acts that have placed public safety at risk and resulted in near catastrophic property damage. 3. The City of Richfield geographically borders Minneapolis and is in close proximity to St. Paul. 4. Reports and observations of local law enforcement personnel and emergency first responders established that as of May 28, 2020, incidents of said civil unrest were observed within the City of Richfield. 5. The law enforcement personnel and emergency first responders for the City of Richfield expected violent and destructive acts of civil unrest to continue and escalate without invocation of certain portions of the City's emergency management plan. RE C O M M E ND E D AC T I O N: By motion: ratify the Mayor ’s May 29, 2020 Proclamation of a Civil Emergency and establishment of a city-wide curfew pursuant to City Code subsection 900.21 and all Supplemental Orders extending such curfew and rescind the current state of civil emergency. B AS IS O F RE C O M M E ND AT I O N: A.H IS TOR IC AL C ON T E X T See executive summary. B.P OL IC IE S (resolutions, ordinances, regulations, statutes, etc): The following ordinances have been taken into consideration when ratifying the proclamation that established the civil emergency: Subd. 3. Proclamation of civil emergency. The Mayor is empowered to declare the existence of a civil emergency as defined in this subsection. Upon such declaration, the Mayor may issue supplemental orders she deems necessary to effectuate the purposes of this subsection, including, but not limited to, the following: (a) An order for a general curfew applicable to geographical areas of the City or to the City as a whole that she deems advisable and applicable during such hours of the day or night as she deems necessary in the interest of public safety and welfare; Subd. 4. Action of City Council. As orders issued by the Mayor pursuant to subdivision 3 of this subsection shall be in force until the next regular meeting of the Council, or special meeting if duly called, at which time the Council shall review all actions of the Mayor made in accordance with this subsection and either ratify or disaffirm each action. C.C R IT IC AL T IMIN G IS S U E S: Due to the continued civil unrest it is of critical importance that proclamation is ratified to maintain the safety and well being of the city Richfield. D.F IN AN C IAL IMPAC T: None. E.L E GAL C ON S ID E R AT ION: City Attorney Mary Tietjen provided advice on the ratification of the May 29,2020 proclamation. ALTE R N AT IV E R E C O MME N D ATIO N(S): N/A P R IN C IPAL PAR TIE S E X P E C TE D AT ME E TIN G: AGENDA SECTION:PROPOSED ORDINANCES AGENDA ITEM #6. STAFF RE P ORT NO. 67 CIT Y COUNCIL ME E T ING 6/9/2020 RE P O RT P RE PA RE D B Y: Matt B rillhart, A ssociate P lanner D E PA RTME NT D IRE C TO R RE V IE W: John S tark, C ommunity D evelopment D irector 6/4/2020 O THE R D E PA RTM E NT RE V IE W: C ITY MA NA G E R RE V IE W: K atie Rodriguez, C ity Manager 6/4/2020 I T E M F O R C O UNC IL C O NS ID E RAT I O N: Consider approval of the first reading of an ordinance rezoning property on the northeast corner of Lyndale Avenue and 64th Street (6345 Lyndale Avenue South and 600 64th Street West, generally) as Planned Mixed Use (P MU) and schedule a second reading for July 14, 2020. E X E C UT IV E S UM M ARY: North Bay Companies (Developer) submitted land use applications for a planned unit development (P UD) consisting of a new five-story, 82-unit building on 64th Street, and renovations to an existing 22-unit building at 6345 Lyndale Avenue South. The development site consists of five (5) current lots, including the aforementioned apartment building to be preserved, three duplexes and one single-family home that would be removed to make way for the proposed 82-unit building. T he site is located in what has been known as the Lakes at Lyndale area. Since the late 1990s, the City has identified this area for reinvestment and/or redevelopment. Currently, four of the five properties are zoned and guided for medium to high density housing. T he fifth property, the single- family home at 514 - 64th Street, is zoned and guided for single-family or low-density residential use. As part of their application, the Developer is requesting amendments to the Comprehensive Plan and Zoning designations of the site; requesting that the guiding district be changed to Mixed Use and the zoning to Planned Mixed Use. T he Comprehensive Plan designates a large contiguous area just south of the development site as mixed use and a part of Richfield's downtown - encompassing the greater 66th Street and Lyndale Avenue area. Changing the designation of this property to Mixed Use would represent a logical expansion of that area, eventually extending up Lyndale Avenue to the city limit at Crosstown as envisioned by the Lakes at Lyndale plan. T he intent of the mixed use category is to create a vibrant, thriving city center. T he Planning Commission held a public hearing for the rezoning and proposed development on May 27. T he Planning Commission voted unanimously to recommend approval of rezoning the property to PMU and to recommend approval of the development plans. T his first reading of rezoning is an administrative requirement and does not obligate the Council to approve the ordinance upon second reading; nor does it obligate the Council to approve the specific development plans. A second reading and final development plans will be considered by the Council on July 14, 2020. RE C O M M E ND E D AC T I O N: By motion: Approv e a first re ading of an ordinance that amends Richfie ld Zoning Code Appendix I to designate Lots 3-8, Block 5, Lyndale Oaks Addition (to be re-platte d as "Lot 1, Block 1, HE N L EY 2") as Planned Mixe d Use. B AS IS O F RE C O M M E ND AT I O N: A.H IS TOR IC AL C ON T E X T See Executive Summary. B.P OL IC IE S (resolutions, ordinances, regulations, statutes, etc): T he Comprehensive Plan currently designates four of the five properties as 'Medium Density Residential.' T he single-family home at the east end of the development is currently guided for 'Low Density Residential.' T here is some indication that the apartment site should have been guided 'High Density Residential" and the current guidance was a clerical error. Allowable densities in these districts are as follows: High Density: 35-100 dwelling units per acre Medium Density: 8-34 dwelling units per acre Low Density: 1-7 dwelling units per acre T he existing apartment building is currently zoned High Density Multifamily (MR-3), the three duplexes are zoned Multifamily (MR-2) and the single family home is Single Family (R). I n order to proceed, the Developer must consolidate the properties and request a single guiding and zoning district designation for the property in its entirety. Given the particulars of the project, staff has recommended a Mixed Use designation. T he City’s Comprehensive Plan designates a large contiguous area just south of the subject property as a mixed use downtown encompassing the greater 66th Street and Lyndale Avenue area. Changing the designation of the subject property to Mixed Use would represent a logical expansion of that area, eventually extending up Lyndale Avenue to Crosstown. T he intent of the mixed use category is to create a vibrant, thriving city center that will serve as Richfield’s downtown. T he city center is to include a mix of residential, shopping, recreational and business uses. Densities vary throughout the downtown/Lakes at Lyndale area. At 78 units per acre, the proposed development falls in about the middle of the range. T he proposed Zoning District is Planned Mixed Use, with the underlying Mixed Use Neighborhood (MU-N) zoning district serving as a basis for code requirements. C.C R IT IC AL T IMIN G IS S U E S: 60-D AY RUL E: The 60-day clock started when a complete application was received on March 12, 2020. Due to the C OV I D-19 pandemic, the City notified the applicant that it was extending the deadline for issuing a decision by 60 additional days (120 days total). Under the 120-day clock, a decision would normally be required by J uly 10, 2020; the developer, however, has requested an extension to J uly 29, 2020. A second reading of the proposed ordinance is scheduled for J uly 14, 2020, alongside considerations of other land use applications. D.F IN AN C IAL IMPAC T: The required application fees have been paid. E.L E GAL C ON S ID E R AT ION: A public hearing was held before the Planning Commission on May 27. Notice of the public hearing was published in the Sun Current Newspaper and mailed to properties within 500 feet of the site on May 14th. The Planning Commission voted unanimously to recommend approval of rezoning the properties to P MU and to recommend approval of the development plans. ALTE R N AT IV E R E C O MME N D ATIO N(S): None. P R IN C IPAL PAR TIE S E X P E C TE D AT ME E TIN G: Representatives of North Bay Companies AT TAC H ME N T S: D escription Type Zoning maps B ackup Material P lans - A rch E xhibit P lans - C ivil E xhibit Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Project Information The proposed apartment building is located at the intersection of Lyndale Avenue S and 64th Street W in Richfield, MN. The site is currently zoned MR-2 Multi Family with a planned land use of Medium Density Residential according to the Richfield 2040 Comprehensive Plan. The development team proposes using the Mixed Use- Neighborhood (MU-N) guidelines as a basis for design for the proposed project. The 3-story apartment building and parking lot currently located at the corner of Lyndale and 64th will remain. The adjacent single-family house and 3 duplexes will be removed to allow for new construction. The proposed project includes 82 new units (studios, 1BR, & 2BR) distributed over floors 1-5, with two levels of parking. The building provides ample amenity space for the residents at Level 1 and Level 5. The resident common space includes community kitchens, bike storage with maintenance equipment, fitness, and a furnished roof deck. 32 enclosed parking spaces are located below ground, 33 enclosed spaces are provided at the ground level, and 2 surface parking lots on the east and west of the building provide 25 and 27 spaces respectively. All the parking lots will be accessed from 64th Street. Large areas of green space are provided on the north and east side of the building. The 2BR unit at the ground floor will be ADA accessible with direct exterior access. Current Primary Zoning: MR-2 Multi Family Proposed Zoning: Planned Mixed Use (MU-N as basis) HENLEY II APARTMENTS, RICHFIELD , MINNESOTA PROJECT NARRATIVE Zoning Recap PROJECT RECAP Site Parking Required 117 Stalls Units *1.25 130 stalls 10% for transit -13 stalls Parking Provided 117 Stalls Parking (New & Existing) Proposed 5 Stories, 58’-8” Building Height Existing (6345 Lyndale Avenue S) Studios 22 New Construction (600 64th Street W) Studios 56 1BR 25 2 BR 1 (Accessible) Total Units 104 Unit RecapThis building has a similar design language as the recently completed Henley Apartments, without replicating it exactly. In order to add to the vitality of the street life, large amounts of glazing face the main corner, as well as 64th Avenue. Sidewalks will be constructed on the north side of 64th Avenue to improve pedestrian experience and will ultimately connect to a proposed southern entrance to Garfield Park. Masonry is used a high- quality material on the ground floor, while fiber cement panels, decorative metal siding, and lap siding are used in the upper floors. The metal panel is arranged in a weaving pattern to add visual interest to the main mass. Total Area 58,299 (1.34 acres) Buildings Footprint (Existing to Remain)- 4,700 SF Buildings Footprint (Proposed)- 15,642 SF Total Building Footprint- 20,342 SF 34% Impervious Site Area -42,601 SF 73% Pervious Site Area - 15,698 SF 27% Building Area- 76,940 SF- New Construction *includes 21,302 SF of parking - 14,100 SF- Building to Remain Parcels: 2702824220084 2702824220083 2702824220082 2702824220081 2702824220080 Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota SITE Richfield Lake Park Wood Lake Nature Center Little Bob’s Park Garfield Park Nicollet Park Schools Food Shopping Bus Routes Future BRT Line Parks Bus Routes (High Frequency)Routes: 515 HF, 558 Routes: 4, 558 Routes: 18 HF Routes: Orange Line BRT (Proposed)LYNDALE AVENUEW 63RD ST W 64TH ST W 65TH STGARFIELDPARKRICHFIELD LAKE RICHFIELD LAKE PARK Lyndale Garden Apartments Lakeside at Lyndale Gardens 1. MetroPCS 2. Devi Style & West Indian Grocery 3. Communication Center 4. Punch & Munch 5. Lakewinds Food Co-op 6. Veterinary & Dance Center 7. Richfield Liquor Store 8. Commercial Strip Mall 9. LA Fitness Henley Apartments 6345 Lyndale 22 Studios Henley II 90 Units Lyndale Plaza Lynwood Flats Henley Townhomes Christopherson Properties Apartments MULTI FAMILY HOUSING COMMERCIAL 1 2 4 5 8 7 9 6 3 Project Overview ZONING The Planned Mixed-Use district, with a MU-N as a basis for design, matches closest with the project’s goals. As described in the city planning, this project is located at an important transit node and provides high density housing along arterial streets. The project encourages alternate modes of transportation due to its proximity to existing and future transit infrastructure. As seen on the diagram to the left, high frequency bus transit, as well as a proposed Bus Rapid Transit (BRT) line, connect the development to the larger community. Dedicated bike lanes on Lyndale Avenue and 66th Street also lend themselves to development that uses alternate modes of transportation. Ample shopping and dining opportunities surround the proposed site which makes it ideal for a higher density housing project, as exemplified by the recent completion of the Henley Apartments & Townhouses, as well as the Lakeside at Lyndale Gardens project. The project also enhances pedestrian connections in the Lyndale Garden area by providing sidewalks that connect to existing infrastructure such as providing Garfield Park a southern entrance and creating sidewalks on the north side of 64th Street. To emphasize the pedestrian and bicycle connections, active uses are placed at the first floor to enliven the street. Generous amounts of landscaping are provided throughout to decrease impervious surfaces, as well as to act as a buffer to the single- family residences to the east. The project is able to achieve many of the Comprehensive Plan goals, while protecting affordable housing at 50% of the Area Median Income. The proposed project complies with the requirements under the Mixed Use Neighborhood (MU-N) guidance. All standards are met in terms of building height, building coverage, impervious surfaces, open space, setbacks, car and bike parking, lighting, architectural standards, and pedestrian and bicycle circulation. One slight variance is requested on the western parking lot reducing the parking lot setback from 8’-0” to 7’-0”. The proposed parking lot is still setback significantly more than its current location which is directly over the property line. IMPACT ON CURRENT RESIDENTS Throughout the initial design process, the development team has addressed many of the concerns suggested by neighbors and city officials. At the suggestion of staff, a southern entrance to Garfield Park was included with decorative landscaping to improve the pedestrian experience. This landscaping strip will also act as a buffer between the higher density project and the adjacent single-family houses. At the request of neighbors, the massing was revised to step down from five stories to four stories at the eastern side of the project. The unit mix was also revised to provide less studios but provide large units including a full ADA accessible 2BR unit on the ground floor. During construction, active steps will be taken to lessen the impact on surrounding neighbors such as staggering construction time of parking lots to avoid having people park on the street. An important aspect of the project is retaining as many of the existing tenants as possible while improving the common areas and units of the building on the corner of the site. Improvements to the exterior of the building are shown later in the application, but they include an improved entrance, upgraded windows for energy efficiency, exterior lighting, and improvements to the pedestrian realm such as new sidewalks and additional landscaping. The units will receive new paint, and updated cabinetry in the kitchens. Lighting would also be addressed to make the building more energy efficient. To avoid displacement during construction in the units, the contractor will work with the residents to perform the work when they are not in their unit. Relocation within the building will also be considered to units that have already been completed. Parking will always be provided for the residents on site even when the existing parking lot is being renovated. With all the improvements, the units will still remain affordable at 50% of the Area Median Income. 1/2 mile radius from site Neighborhood Context N Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Landscaped Areas Stone Wall Chain Link Fence Concrete Wall Wood Fence Wood FenceConcrete Walk64TH ST W (A Public R/W) 96.834 W"35'92°98S 26.49S00°04'34"E101.41Δ=16°07'40"R=360.2613 . 3 1 Δ= 7 4 ° 1 8 ' 0 6 " R= 1 0 . 2 6 33.514 E"04'92°98N N00°24'00"W 134.1212" RCP 6" CIP 9" VCP 9" VCP 12" RCP 15" RCP12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.PID:2702824220079 508 64th St W Richfield, MN 55423 Owner: N G Iverson & L A Iverson N Line of the S 1/2 of the S 1/2 of the S 1/2 of the NW 1/4 of the NW 1/4 Sec. 27, T. 28, R. 24 P.I.D: 2702824220084 P.I.D: 2702824220083 P.I.D: 2702824220082 P.I.D: 2702824220081 P.I.D: 2702824220080 19 Foot Parking Easementper Doc. No. 56194552626 Existing Building to Remain 3F 22 Units Proposed Building 5F 86 Units Dog Run Trail to Garﬁeld Park IMPERVIOUS AREA TOTALS Total Area 58,299 (1.34 acres) Impervious Site Area -42,601 SF 73% Pervious Site Area - 15,698 SF 27% N Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Rendering VIEW FROM SOUTH Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Rendering PROGRAM DETAIL VIEW Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Rendering GARFIELD PARK TRAIL Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota Existing Building Renovations As part of the project, the existing building at the corner of Lyndale Avenue and 64th St will remain. The following are minor improvements proposed for the property. 1. Entrance Canopy 2. Upgraded Windows 3. Landscaping 4. Sidewalks 5. Exterior Lighting PROPOSED UPDATES 1 2 3 4 5 EXISTING BUILDING PROPOSED UPDATES Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota W 64TH STLYNDALE AVENUE S4F 4F1F EXISTING PARKING PARKING GARFIELD PARK TRAIL ACCESS TO GARFIELD PARK RAMP ROOF DECK EXISTING BUILDING TO REMAIN 3F PROPOSED BUILDING 5F22 UNITS 6345 LYNDALE AVENUE S 600 64TH STREET W 82 UNITS T G VISITOR BIKE PARKING GREEN BUFFER 20'-0" PAD TO BE COORDINATED WITH PARKS Copyright 2020 DJR Architecture, Inc. SITE PLAN RICHFIELD, MN HENLEY II 19-060.00 04.06.20 Site Plan N SITE PLAN 1/32” = 1’-0” Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota SETBACK 38'-0"63'-0" SETBACK 33'-0" 10,408 SF PARKINGPARKINGPARKINGPARKING 103 8 7 4 BUILDING OVERHEAD RAMP 32 SPACES C 182'-0"18'-0"24'-0"18'-0"TYP.9'-0"TYP. AT COMPACT8'-6"19 8 33 SPACES 2,140 SF AMENITYAMENITYAMENITYAMENITY 10,024 SF PARKINGPARKINGPARKINGPARKING 221 SF TRASHTRASHTRASHTRASH C C C 395 SF 2B2B2B2B----1111 151 SF MEPMEPMEPMEP 456 SF BIKEBIKEBIKEBIKE 454 SF FITNESSFITNESSFITNESSFITNESS 174 SF MEPMEPMEPMEP 3 3 TRASH SETBACK 33'-0"86'-0" SETBACK 15'-0" 19'-6 1/2" 1'-0" 24'-11 1/8" 40'-6 3/8"182'-0"184'-2 1/4"31'-3"19'-4 1/4"97'-1"17'-0 1/4"18'-9 3/4"8"86'-0" 51'-11 3/8"20'-10 1/4"13'-2 3/8" EV STATION EV STATION 18'-0"24'-0"18'-0"TYP. AT COMPACT8'-6"TYP.9'-0"LEVEL -1 1” = 30’-0”LEVEL 1 1” = 30’-0” N Floor Plans Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota 550 SF 1B1B1B1B----2A2A2A2A 565 SF 1B1B1B1B----3333 439 SF SSSS----1111 435 SF SSSS----1111 439 SF SSSS----1A1A1A1A 439 SF SSSS----1A1A1A1A 439 SF SSSS----1A1A1A1A 439 SF SSSS----1111 441 SF SSSS----1111 549 SF 1B1B1B1B----3333 415 SF SSSS----3333 433 SF SSSS----3A3A3A3A 598 SF 1B1B1B1B----5555 588 SF 1B1B1B1B----1111 443 SF SSSS----4444 561 SF 1B1B1B1B----4444 436 SF SSSS----2222 432 SF SSSS----2222 440 SF SSSS----4444 439 SF SSSS----1111 80 SF TRASHTRASHTRASHTRASH 142 SF MEPMEPMEPMEP 77 SF LOBBYLOBBYLOBBYLOBBY SETBACK 14'-5"86'-2"33'-5" 40'-7 1/2"45'-6 1/2"183'-2"49'-7"27'-10 1/2"32'-5"37'-9 3/4"35'-5 3/4"SETBACK 14'-5"86'-7" SETBACK 33'-0" 52'-3 1/2"34'-3 1/2"181'-2"65'-4"50'-5"33'-0"32'-5"575 SF 1B1B1B1B----2222 415 SF SSSS----3333 SETBACK 38'-0"62'-7" SETBACK 33'-5" SETBACK 38'-0"63'-0" SETBACK 33'-0"181'-2"149'-2"5'-8 1/2"26'-3 1/2"BUILDING BELOW BUILDING BELOW ROOF DECK 700 SF 28'-2 3/8"34'-4 5/8"154'-10 1/2"554 SF 1B1B1B1B----2A2A2A2A 566 SF 1B1B1B1B----3333 439 SF SSSS----1111 435 SF SSSS----1111 445 SF SSSS----1A1A1A1A 445 SF SSSS----1A1A1A1A 445 SF SSSS----1A1A1A1A 439 SF SSSS----1111 441 SF SSSS----1111 561 SF 1B1B1B1B----4444 420 SF SSSS----2222 416 SF SSSS----2222 440 SF SSSS----4444 439 SF SSSS----1111 80 SF TRASHTRASHTRASHTRASH 142 SF MEPMEPMEPMEP 77 SF LOBBYLOBBYLOBBYLOBBY 534 SF 1B1B1B1B----2222 LEVEL 2-4 1” = 30’-0”LEVEL 5 1” = 30’-0”Floor Plans N Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota LEVEL 1 100' -0" LEVEL 2 114' -0" LEVEL 3 124' -7 7/8" LEVEL 4 135' -3 3/4" LEVEL 5 145' -11 5/8"12'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"14'-0"CORRUGATED METAL WITH WOVEN PATTERN FIBER CEMENT PANEL COLOR 1 FIBER CEMENT PANEL COLOR 2 METAL C CHANNEL ARCHITECTURAL CONCRETE BRICK LAP SIDING ROOFTOP PATIO 58'-8"OVERHEAD GLASS GARAGE DOOR LEVEL 1 100' -0" LEVEL 2 114' -0" LEVEL 3 124' -7 7/8" LEVEL 4 135' -3 3/4" LEVEL 5 145' -11 5/8" ALUMINIUM STOREFRONT FIBER CEMENT PANEL COLOR 1 FIBER CEMENT PANEL COLOR 2 SOLID CANOPY CORRUGATED METAL WITH WOVEN PATTERN ARCHITECTURAL CONCRETE BRICK12'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"14'-0"58'-8"147' - 0" Exterior Elevations WEST ELEVATION 1” = 20’-0” SOUTH ELEVATION 1” = 20’-0” Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota LEVEL 1 100' -0" LEVEL 2 114' -0" LEVEL P1 89' -0" LEVEL 3 124' -7 7/8" LEVEL 4 135' -3 3/4" LEVEL 5 145' -11 5/8"14'-0" 10'-7 7/8" 10'-7 7/8" 10'-7 7/8" 12'-8 3/8" CORRUGATED METAL WITH WOVEN PATTERN LAP SIDING ARCHITECTURAL CONCRETE BRICK58'-8"147' - 0" LEVEL 1 100' -0" LEVEL 2 114' -0" LEVEL 3 124' -7 7/8" LEVEL 4 135' -3 3/4" LEVEL 5 145' -11 5/8"12'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"14'-0"CORRUGATED METAL WITH WOVEN PATTERN LAP SIDING ARCHITECTURAL CONCRETE BRICK BRICK DETAILING GARAGE DOOR SOLDIER COURSE58'-8"147' - 0" NORTH ELEVATION 1” = 20’-0” EAST ELEVATION 1” = 20’-0” Exterior Elevations Apartments Henley II PLANNING & ZONING APPLICATION CLIENT LOGO © 2020 DJR Architecture 19-060.00 04.10.2020 600 64th Street W Richfield, Minnesota8:49 AM (HOUR AFTER SUNRISE)DEC 22ND9:11 AM (HOUR AFTER SUNRISE)MAR 21ST12:00 PMDEC 22ND4:35 PM (HOUR BEFORE SUNSET) DEC 22ND12:00 PMMAR 21ST6:28 PM (HOUR BEFORE SUNSET) MAR 21ST6:26 AM (HOUR AFTER SUNRISE)JUN 21ST12:00 PMJUN 22ND8:03 PM (HOUR BEFORE SUNSET) JUN 22ND SUN STUDY 1” = 160’-0”N Shadow Study Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:12 2020COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............HENLEY IIRICHFIELD, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY RESUBMITTALDEVELOPER / PROPERTY OWNER:NORTH BAY COMPANIES2316 4TH AVE SMINNEAPOLIS, MN 55404ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: NATE DINGELS612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:DJR ARCHITECTURE INC.333 WASHINGTON AVENUE NORTHSUITE 201 UNION PLAZAMINNEAPOLIS, MN 55401CONTACT: SCOTT NELSONSNELSON@DJR-INC.COMCIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: RORY SYNSTELIEN612-615-0060TBDC2.1VEHICLE TURNING MOVEMENTS Stone WallChain LinkFenceConcrete WallWood FenceWood Fence Chain Link Fence DumpsterConcrete WalkConcrete WalkConcrete WalkConcrete Walk Concrete Walk Concrete Walk Concrete Walk Bituminous Driveway Bituminous Driveway Bituminous Driveway Bituminous Driveway Bituminous Driveway Chain Link Fence Chain Link Fence Chain Link Fence Chain Link Fence64TH ST W(A Public R/W)S89°29'53"W 438.6926.49S00°04'34"E101.41Δ=16°07'40"R=360.2613.31Δ=74°18'06"R=10.26N89°29'40"E 415.33N00°24'00"W 134.1212" RCP6" CIP9" VCP9" VCP12" RCP15" RCP[A] 15" RCP 12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.1 Story Lap Sided HouseAddress: 608 64th St WFoundation Area = 1,339 S.F.GarageGarage1 Story Stucco House Address: 602 64th St W Foundation Area = 1,351 S.F. 1 Story Lap Sided House Address: 522 64th St W Foundation Area = 1,348 S.F. 1 Story Lap Sided House Address: 514 64th St W Foundation Area = 1,170 S.F. Garage GarageShedShedShedN Line of the S 1/2 of the S 1/2of the S 1/2 of the NW 1/4 of theNW 1/4 Sec. 27, T. 28, R. 24Wood Fence Chain Link FenceP.I.D: 2702824220084P.I.D: 2702824220083P.I.D: 2702824220082P.I.D: 2702824220081P.I.D: 270282422008019 Foot Parking Easementper Doc. No. 5619455 CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONLIMITS, TYP.REMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE ALL EXISTINGUN-USED UTILITY SERVICESPER UTILITY COMPANY ANDCITY STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EX. OVERHEAD WIRES, COORD. W/UTIL COMPANY AND CITY AS NEEDED. FIELDVERIFY NEED FOR TEMPORARY POWER, ETC.EX. POLE, OVERHEAD WIRES, FENCE,ANDSIGNS TO REMAIN. PROTECTTHROUGHOUT CONSTRUCTION.EX. CB AND FIRST 32' OF PIPE TOREMAIN. REMOVE PORTION OF EX.STORM SOUTH OF RE-ROUTE TIE-INPOINT, SEE SHEET C4.0REMOVE EX. OVERHEAD WIRES, COORD. W/UTIL COMPANY AND CITY AS NEEDED. FIELDVERIFY NEED FOR TEMPORARY POWER, ETC.REMOVE EX. FENCEAND FOOTINGS.REMOVE EX. FENCEAND FOOTINGS.REMOVE EX. FENCEAND FOOTINGS.EX. FENCE AND RETAINING WALL TO REMAIIN,PROTECT THROUGHOUGH CONSTRUCTIONREMOVE EX. FENCEAND FOOTINGS.EX. GAS LINE TO REMAIN,PROTECT THROUGHOUTCONSTRUCTIONEX. GAS LINE TO REMAIN,PROTECT THROUGHOUTCONSTRUCTIONEX. GAS LINE TO REMAIN,PROTECT THROUGHOUTCONSTRUCTIONEX. SIGN TO REMAIN.SALVAGE ANDREPLACE IN KIND ANDLOCATION ASNEEDED TOFACILITATEPROPOSEDCONSTRUCTION.REMOVE EX. 15" STORM SEWERAND MANHOLE BETWEENPROPOSED UPSTREAMRE-ROUTE POINT AND MANHOLEIN STREET TO THE WESTEX. CB TOREMAIN, TYP.EX. CB ANDSTMH TO REMAINEX. CB ANDOTHER EX.STORMSEWERSTRUCTURES TOREMAIN, TYP.PROTECT AS MANY TREES AS POSSIBLEALONG NORTHERN PROPERTY LINE.REMOVE AS NECESSARY TO FACILITATEPROPOSED GRADES, ETC. ALL TREES INTHIS LOCATION ARE ON OUR PROPERTYAND CAN BE REMOVED AS NEEDED.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING BUILDING TOREMAIN AND BEPROTECTEDTHROUGHOUTCONSTRUCTION.EX. SIGN TO REMAIN.SALVAGE AND REPLACE INKIND AND LOCATION ASNEEDED TO FACILITATEPROPOSED CONSTRUCTION.EX. FENCE TO REMAIN, PROTECTTHROUGHOUT CONSTRUCTIONEX. CURB AND GUTTERTO REMAIN, PROTECTTHROUGHOUTCONSTRUCTION.EX. CURB AND GUTTERTO REMAIN, PROTECTTHROUGHOUTCONSTRUCTION.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EX. MANHOLE TO REMAIN,GROUT OPENING FORREMOVED PIPE TO EASTREMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:17 2020COPYRIGHT CIVIL SITE GROUP INC.c01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCALREGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FORPROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATEWITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THECONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS.WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS ASWELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITYREQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVEDBY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THEDRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTERNORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCEWITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATINGHOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BEBLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NOROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THEOWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS ANDMAINTAINED IN A MANNER AS REQUIRED BY THE CITY.17.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BERETURNED TO LGU.18.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.CITY OF RICHFIELD REMOVAL NOTES:1.ALL EXCAVATIONS IN THE ROADWAY MUST BE PATCHED WITH BITUMINOUS OR CONCRETEIMMEDIATELY AFTER EXCAVATIONS ARE BACKFILLED. THE DEVELOPER WILL BE REQUIREDTO INSTALL FULL DEPTH, PERMANENT ASPHALT PAVEMENT PATCHES MEETING CITYSTANDARDS FOR ALL EXCAVATIONS IN THE ROADWAY.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DL1TREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS Stone WallChain LinkFenceConcrete WallWood FenceWood FenceConcrete Walk64TH ST W(A Public R/W)S89°29'53"W 438.6926.49S00°04'34"E101.41Δ=16°07'40"R=360.2613.31Δ=74°18'06"R=10.26N89°29'40"E 415.33N00°24'00"W 134.1212" RCP6" CIP9" VCP9" VCP12" RCP15" RCP12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.N Line of the S 1/2 of the S 1/2of the S 1/2 of the NW 1/4 of theNW 1/4 Sec. 27, T. 28, R. 24P.I.D: 2702824220084P.I.D: 2702824220083P.I.D: 2702824220082P.I.D: 2702824220081P.I.D: 270282422008019 Foot Parking Easementper Doc. No. 5619455 EXISTINGBUILDINGTRGTRASHDOG RUNNOPARKING67.9'24.0'49.4'6.8'20.0'22.0'24.0'18.7'8.0'5.6'14 STALLS @ 8.0' EA. = 112.0'16.0'TYP.24.0'16.0'TYP.12 STALLS @ 8.0' EA. = 96.0'13 STALLS @ 9.0' EA. = 117.0'12 STALLS + 1 AISLE @ 9.0' EA. = 117.0'18.0'TYP.18.0'TYP.56.4'104.4'15.0'R 2 0 . 0 'R3.0 'R3.0'R3.0'R3.0'R3.0'R3.0'R3.0'R3.0'R5.0'R5.0'R5.0'R5. 0 'R5.0'R5. 0 '6.0'TYP.6.0'TYP.6.0'TYP.12.0'27.3'201.8'33.1'33.1'19.3'4.7'12.5'CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONLIMITS, TYP.MATCHEXISTING, TYP.MATCHEXISTING, TYP.MATCHEXISTING, TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.CONC. WALK,TYP.BIT. PVMT. ,TYP.BIT. PVMT. ,TYP.BIT. PVMT. ,TYP.BIT. PVMT. ,TYP.BIT.PVMT. ,TYP.B6-12 C&G,TYP.CONC. DRIVEWAY APRON PERCITY STANDARDSCONC. DRIVEWAY APRON PERCITY STANDARDSB6-12 C&G,TYP.B6-12 C&G,TYP.B6-12C&G,TYP.B6-12 C&G,TYP.B6-12 C&G,TYP.SWCPFIELD VERIFY HOWPROPOSED PAVEMENTWILL TIE INTO EX. PARKTO THE NORTHEAST(OFF SURVEY)CAST-IN-PLACE CONCRETERETAINING WALL. SEE GRADINGPLAN FOR ELEVATIONSCAST-IN-PLACE CONCRETERETAINING WALL. SEE GRADINGPLAN FOR ELEVATIONSGENERATOR PAD. TOP OF PADSHALL BE MINIMUM 6" ABOVEFINISHED GRADE.TRANSFORMER PAD. TOP OFPAD SHALL BE MINIMUM 6"ABOVE FINISHED GRADE.PED RAMP PER ADA ANDMNDOT STANDARDS, SEEDETAILS. SEE GRADINGPLAN FOR ELEVATIONSOF RAMP AND TAPERSTHICKENED EDGE CONC. STOOPAND STAIRS W/ HANDRAIL. SEEGRADING PLAN FOR ELEVATIONS38.4'8.0'6.0'6'SCREENINGFENCE, SEEARCH FORDETAILS10.0'30.3'4.0'3.0'22.1'NOPARKINGSTOPSTOPSNOWSTORAGE, TYP.SNOWSTORAGE,TYP.30' SIGHT TRIANGLE,TYP.30' SIGHTTRIANGLE, TYP.DOG RUN WITH FENCE ANDGATE AROUND PERIMETER.INSTALL SUBGRADE DRAINAGEPER MANFACTURERSSPECIFICATIONSR3.0'13.0'4.3'5.0'99.2'5.0'21.2'30.7'9.0'6.8'8.5'10.4'76.9'10.6'19.7'6.3'19.9'6.0'16.1'17.0'17.0'16.9'12.8'8.4'91.8'109.3'10.5'24.5'21.0'36.7'15.0'R3.0'R 3 . 0 '18.0'CURB TAPER,TYP.9.0'(3) "HITCHING STYLE" BIKE RACKS.INSTALL PER MANUFCATURERSSPECIFICATIONSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:21 2020COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THESITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BECORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY ANDSTREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OFSITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEWAND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE ANDSHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOTPREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OFTRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESSOTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITEIMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE.SEE LANDSCAPE DOCUMENTS.18.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF RICHFIELD SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"N1.SIDEWALKS MUST HAVE SAW CUT JOINTS2.SIDEWALKS SHALL BE SEPARATED FROM DRIVEWAY APRONS BY A LONGITUDIANAL JOINT.3.SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% CROSS SLOPE. THE SIDEWALKSWILL BE INSPECTED AFTER CONSTRUCTION AND ANY SIDEWALKS THAT EXCEED A 2.0% CROSSSLOPE WILL BE REPLACED AT THE CONTRACTORS EXPENSE.4.ALL SQUARE HANDHOLE CASTINGS IN REPLACED SIDEWALK AREAS WILL NEED TO BE REPLACEDWITH NEW ROUND HANDHOLE CASTINGS APPROVED BY THE CITY OR COUNTY.5.ENGINEERING MUST BE PRESENT TO INSPECT ALL CONCRETE FORMS WITHIN RIGHT OF WAYPRIOR TO CONCRETE POUR. PROVIDE MINIMUM 24-HOUR NOTICE TO CITY ENGINEERINGDEPARTMENT.6.STREET SIGNS IN THE PUBLIC ROW TO MEET CITY REQUIREMENTS, SIGNS LOCATED INCONCRETE SHALL BE IN 4” SLEEVES OR MOUNTED TO STREETLIGHTS. COORDINATE WITH THECITY OF RICHFIELD FOR APPROVED LOCATION OF SIGNS7.INSPECTION REQUESTS SHALL BE MADE VIA EMAIL TO WKEWITSCH@CITYOFRICHFIELD.ORG ATLEAST 3-5 DAYS IN ADVANCE.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOSPECIALTY PAVEMENT - PROVIDE BID FOR THEFOLLOWING OPTIONS, INCLUDE VARIATIONS OF BASEMATERIAL AND OTHER NECESSARY COMPONENTS.1. STAMPED & COLORED CONCRETE2. CONCRETE PAVERSMAKERS, COLORS, MODELS, & PATTERN TO BEINCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TOCONSTRUCTION.OPERATIONAL NOTES:SNOW REMOVAL:ALL SNOW SHALL BE PLOWED TO LANDSCAPEDAREAS ADJ TO PAVEMENTS.TRASH REMOVAL:TRASH REMOVAL SHALL OCCUR ON HAULING DAYAND WILL BE COORDINATED BETWEEN PROPERTYMANAGEMENT AND TRASH HAULER.DELIVERIES:DELIVERIES SHALL OCCUR IN MAIL ROOM OFBUILDING. PROPERTY MANAGEMENT SHALLCOORDINATE WITH LOCAL POSTMASTER Stone WallChain LinkFenceConcrete WallWood FenceWood FenceConcrete Walk64TH ST W(A Public R/W)S89°29'53"W 438.6926.49S00°04'34"E101.41Δ=16°07'40"R=360.2613.31Δ=74°18'06"R=10.26N89°29'40"E 415.33N00°24'00"W 134.1212" RCP6" CIP9" VCP9" VCP12" RCP15" RCP12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.N Line of the S 1/2 of the S 1/2of the S 1/2 of the NW 1/4 of theNW 1/4 Sec. 27, T. 28, R. 24P.I.D: 2702824220084P.I.D: 2702824220083P.I.D: 2702824220082P.I.D: 2702824220081P.I.D: 270282422008019 Foot Parking Easementper Doc. No. 5619455 EXISTINGBUILDINGTRGTRASHDOG RUNNOPARKING CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONLIMITS, TYP.NOPARKINGSTOPSTOPCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:27 2020COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BYTHE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.5.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.6.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.7.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:18.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.10.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.11.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDEOF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.12.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHEREELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER ORHAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.13.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILSENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTSOF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.14. TOLERANCES14.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.14.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.14.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.14.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.15.MAINTENANCE15.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.15.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.15.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF RICHFIELD GRADING NOTES:1.INSPECTION REQUESTS SHALL BE MADE VIA EMAIL TOWKEWITSCH@CITYOFRICHFIELD.ORG AT LEAST 3-5 DAYS IN ADVANCE.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS Stone WallChain LinkFenceConcrete WallWood FenceWood FenceConcrete Walk64TH ST W(A Public R/W)S89°29'53"W 438.6926.49S00°04'34"E101.41Δ=16°07'40"R=360.2613.31Δ=74°18'06"R=10.26N89°29'40"E 415.33N00°24'00"W 134.1212" RCP6" CIP9" VCP9" VCP12" RCP15" RCP12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.N Line of the S 1/2 of the S 1/2of the S 1/2 of the NW 1/4 of theNW 1/4 Sec. 27, T. 28, R. 24P.I.D: 2702824220084P.I.D: 2702824220083P.I.D: 2702824220082P.I.D: 2702824220081P.I.D: 270282422008019 Foot Parking Easementper Doc. No. 5619455 EXISTINGBUILDINGTRGTRASHDOG RUNNOPARKING CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONLIMITS, TYP.NOPARKINGSTOPSTOPCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL UN-USED EXISTINGUTILITY SERVICES PER UTILITYCOMPANY AND CITY STANDARDSALL FINAL UTILITY SIZES, MATERIALS,LOCATION, AND CONNECTIONS TO BEVERIFIED BY A MECHANICAL ENGINEERAND COORDINATED WITH CIVIL PRIORTO CONSTRUCTION.EX. 15" RCP STORM @0.31%(AB) (FIELD VERIFY)20 LF EX. 15" RCP STORM@0.31% (AB) (FIELD VERIFY)(RE-ROUTE)STMH 14MAKE CONNECTION TO EX. 15" RCP STORM 20' SOUTH OFEX. CB TO RE-ROUTE AROUND PROPOSED BUILDINGRIM=840.55IE(N)=834.93 (AB)(FIELD VERIFY)IE(SW)=834.93CBMH 2ARIM=840.61IE(E/BLDG)=837.31IE(W)=837.31SUMP=833.315 LF 12" RCPSTORM @1.00%201 LF 12" RCPSTORM @0.25%122 LF 12" RCPSTORM @0.25%MAKE CONNECTIONS TO EX STMHPER CITY STANDARDSEX. IE(E/W)=833.96PROP IE (NE)=834.00PROP. IE (N)=STMH 2RIM=841.60IE(N/S/E)=836.53SUMP=832.53STMH 3RIM=842.20IE(W/E)=837.03IE(NE)=837.9315 LF 12" RCPSTORM @2.00%CB 4RIM=842.23IE(SW)=838.2332 LF 12" RCPSTORM @0.25%CBMH 5RIM=842.51IE(W/N)=837.11CB 6RIM=841.12IE(S)=837.422 LF 10" PVC SCH40STORM @1.00%STUB PVC SCH40 STORM TO 5' FROMBLDG. COORDINATE CONNECTION TOBLDG INTERNAL STORM SYSTEM W/MECHANICAL/PLUMBERSTUB IE=837.33STUB 8" PVC SCH40 SANITARY TO 5' FROM BLDG.COORDINATE CONNECTION TO BLDG SANITARYSYSTEM W/ MECHANICAL/PLUMBERSTUB IE=833.3838 LF 8" PVC SCH40SANTIARY @1.00%MAKE CONNECTION TOEX. SANMH PER CITYSTANDARDS.EX. IE(E/W)=832.67PROP. IE(N)=833.00STUB 6" DIP DOMESTIC WATER SERVICE TO 5' FROM BLDG. COORD/CONNECTION TO INTERNAL SYSTEM WITH MECHANICAL ENGINEER.(2) MAKE WET TAP CONNECTION W/GATE VALVE AND VALE BOX TO EX. 6"CIP WATERMAIN PER CITY STANDARDS.STUB 6" DIP FIRE SUPPRESSION WATER SERVICE TO 5' FROM BLDG. COORD/CONNECTION TO INTERNAL SYSTEM WITH MECHANICAL ENGINEER.GATE VALVEAND VALVEBOX, TYP.TRENCH DRAINRIM=832.05 - 831.77ROUTE TO BLDG. INTERNAL STORMSYSTEM. COORDINATE CONNNECITONWITH MECHANICAL ENGINEER.UTIL CROSSINGBOT. STORM=±835.29TOP SANITARY=±834.17RAISE AND LOWER WATERMAIN AS NEEDEDTO ENSURE NO CONFLICTS WITH THE STORMSEWER CROSSING. PROVIDE MINIMUM 18"VERTICAL SEPARATION. PROVIDE INSULATIONBETWEEN WATER SERVICES ANDSTORMSEWERFILTRATION BASIN 130" PERF. CMPPROVIDE 40 MIL HDPE LINERAROUND ENTIRE SYSTEMTOP STONE=839.00TOP 30" CMP=838.5010" OE=837.5012" OE=837.00BOT. 30" CMP=836.006" PVC DT IE=835.00100-YR HWL=838.9512" INLETIE=837.2612" OUTLETIE=837.0010" OUTLETIE=837.506 LF 12" RCPSTORM @1.67%5 LF 10" PVC SCH40STORM @2.00%STMH 1RIM=841.2512" IE(NE)=836.9010" IE (SE)=837.406" IE (E)=835.0015" (SW)=835.006" PVC DT OUTLETIE=835.005 LF 6" PVC DTSTORM @0.00%61 LF 15" RCPSTORM @1.64%12 LF 12" RCPSTORM @0.25%12" INLETIE=836.5124 LF 15" RCPSTORM @0.36%64 LF 15" RCPSTORM @0.36%50 LF 15" RCPSTORM @0.36%21 LF 15" RCPSTORM @0.33%STMH 11RIM=841.02IE(S/NE)=834.07SUMP=830.07STMH 12RIM=841.27IE(SW/N)=834.25STMH 13RIM=842.10IE(S/NE)=834.48FDC, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:31 2020COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF RICHFIELD UTILITY NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.1.ALL EXCAVATIONS IN THE ROADWAY MUST BE PATCHED WITH BITUMINOUS OR CONCRETEIMMEDIATELY AFTER EXCAVATIONS ARE BACKFILLED. THE DEVELOPER WILL BEREQUIRED TO INSTALL FULL DEPTH, PERMANENT ASPHALT PAVEMENT PATCHES MEETINGCITY STANDARDS FOR ALL EXCAVATIONS IN THE ROADWAY.2.FIELD VERIFY ALL EXISITNG UTILITIES3.ALL DISCONNECTS TO OCCUR AT THE MAIN UNLESS DIRECTED/APPROVED OTHERWISE BYCITY ENGINEER4.NO UTILITIES ARE TO BE ABANDONED IN PLACE5.WATER AND SANITARY SEWER SERVICES INCLUDING HYDRANTS, CLEANOUTS ANDSHUTOFF VALVES SHALL CONFORM TO CITY SPECIFICATIONS6.INSPECTION REQUESTS SHALL BE MADE VIA EMAIL TOWKEWITSCH@CITYOFRICHFIELD.ORG AT LEAST 3-5 DAYS IN ADVANCE.7. Stone WallChain LinkFenceConcrete WallWood FenceWood FenceConcrete Walk64TH ST W(A Public R/W)S89°29'53"W 438.6926.49S00°04'34"E101.41Δ=16°07'40"R=360.2613.31Δ=74°18'06"R=10.26N89°29'40"E 415.33N00°24'00"W 134.1212" RCP6" CIP9" VCP9" VCP12" RCP15" RCP12" VCP3 Story Brick BuildingAddress: 6345 Lyndale Ave SFoundation Area = 4,700 S.F.PID:2702824220079508 64th St WRichfield, MN 55423Owner: N G Iverson & L A IversonN Line of the S 1/2 of the S 1/2of the S 1/2 of the NW 1/4 of theNW 1/4 Sec. 27, T. 28, R. 24P.I.D: 2702824220084P.I.D: 2702824220083P.I.D: 2702824220082P.I.D: 2702824220081P.I.D: 270282422008019 Foot Parking Easementper Doc. No. 5619455 EXISTINGBUILDINGTRGTRASHDOG RUNNOPARKING CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONLIMITS, TYP.NOPARKINGSTOPSTOP2620.66'PARKING & STREETFRONTAGE16.00'PARKING & STREETFRONTAGE18.67'PARKING & STREETFRONTAGE18.67'PARKING & STREETFRONTAGE60.67'PARKING LOT SCREEN57.34'PARKING LOT SCREEN4 - BDP8 - KFG5 - BDP5 - BDP8 - KFG4-AP5-AP6-PSH3-WS2-WF2-CSO1-CSO10-AP4-AP2-SKHL3-WF44-WBJLAWN, TYP.SEEDING LIMIT6-FN6-FNEDGING, TYP.6-CAD9-CADEDGER, TYP.5-SSH5-KFG3-KFG5-SSH3-KFG5-SSH3-KFG5-SSH3-KFG5-KFG2-SKHL6-0' FT. HT.PRIVACY FENCE7-CAD1-SKHL7-CAD9-KFG6-BDP6-KFG5-CAD5 - SSH38 - KFG8 - SSH10 - KFG9 - LSRS6 - LSRS5 - KFG5 - SSH5 - KFG5 - SSH5 - KFG6 - RRD6 - RRD5 - KFG6 - LSRS6 - LSRS5 - KFG6 - LSRS3 - KFG7 - KFG11- TY1 - HEO1 - HEO1 - HEO1 - HEO1 - HEO1 - HEO1 - HEOEDGING, TYP.18" DECORATIVE ROCKMAINTENANCE STRIP, TYP.DECORATIVE ROCKMAINTENANCE STRIP, TYP.DECORATIVE ROCKMAINTENANCE STRIP, TYP.DOG RUN ARTIFICIAL TURFSYNLAWN PET PLATINUM, TYP.OWNER APPROVAL REQUIREDPRIOR TO CONSTRUCTIONEDGING, TYP.42 - LSRS2620.66'PARKING & STREETFRONTAGE16.00'PARKING & STREETFRONTAGE18.67'PARKING & STREETFRONTAGE18.67'PARKING & STREETFRONTAGE60.67'PARKING LOT SCREEN57.34'PARKING LOT SCREEN4 - BDP8 - KFG5 - BDP5 - BDP8 - KFG4-AP5-AP6-PSH3-WS2-WF2-CSO1-CSO10-AP4-AP2-SKHL3-WF44-WBJLAWN, TYP.SEEDING LIMIT6-FN6-FNEDGING, TYP.6-CAD9-CADEDGER, TYP.5-SSH5-KFG3-KFG5-SSH3-KFG5-SSH3-KFG5-SSH3-KFG5-KFG2-SKHL6-0' FT. HT.PRIVACY FENCE7-CAD1-SKHL7-CAD9-KFG6-BDP6-KFG5-CAD5 - SSH38 - KFG8 - SSH10 - KFG9 - LSRS6 - LSRS5 - KFG5 - SSH5 - KFG5 - SSH5 - KFG6 - RRD6 - RRD5 - KFG6 - LSRS6 - LSRS5 - KFG6 - LSRS3 - KFG7 - KFG11- TY1 - HEO1 - HEO1 - HEO1 - HEO1 - HEO1 - HEO1 - HEOEDGING, TYP.18" DECORATIVE ROCKMAINTENANCE STRIP, TYP.DECORATIVE ROCKMAINTENANCE STRIP, TYP.DECORATIVE ROCKMAINTENANCE STRIP, TYP.DOG RUN ARTIFICIAL TURFSYNLAWN PET PLATINUM, TYP.OWNER APPROVAL REQUIREDPRIOR TO CONSTRUCTIONEDGING, TYP.42 - LSRSREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:42 2020COPYRIGHT CIVIL SITE GROUP INC.cLANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRDOG RUN ARTIFICIAL TURF - SYNLAWN PET PLATINUM,SAMPLES REQUIRED.1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESSHREDDED CYPRESS MULCH, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGLEGEND1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/ORTOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.4.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OFHARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAININGPLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.5.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.6.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWINGSEASONS FROM SUBSTANTIAL COMPLETION DATE.7.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.8.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORSAND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.9.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.10.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.11.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.12.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE ANDCAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIORTO INSTALLATION.PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESCSO3CRIMSON SPIRE OAKQuercus robur x Q. alba 'Crimschmidt'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSKHL5STREET KEEPER HONEY LOCUSTGleditsia triacanthos 'Draves'4.0" CAL.B&BSTRAIGHT LEADER. FULL FORMPSH6PRAIRIE SENTINEL HACKBERRYCeltis 'JFS-KSU1'3.5" CAL.B&BSTRAIGHT LEADER. FULL FORMHEO7HERITAGE ENGLISH OAKQuercus x macdanielii 'Clemons'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMEVERGREEN TREESWF5WHITE FIRAbies concolor6' HT.B&BSTRAIGHT LEADER. FULL FORMWS3WHITE SPRUCEPicea glauca6' HT.B&BSTRAIGHT LEADER. FULL FORMSHRUBSWBJ44WICHITA BLUE JUNIPERJuniperus scopulorum 'Wchita Blue'48" HT.CONT.TY11TAUNTON'S YEWTaxus x media 'Tauntonii'24" HT.CONT.AP23ALPINE CURRANTRibes alpinum24" HT.CONT.SSH43STRAWBERRY SUNDAE HYDRANGEAHydrangea paniculata 'Strawberry Sundae'24" HT.CONT.BDP20BLOOMERANG DWARF PURPLE LILACSyringa x 'SMNJRPU'24" HT.CONT.FN12FIRESIDE NINEBARKPhysocarpus opulifolius 'UMNHarpell'36" HT.CONT.PERENNIALS & GRASSESKFG136KARL FOERSTER GRASSCalamagrostis x acutiflora "Karl Foerster"#1CONT.RRD12ROSY RETURNS DAYLILYHemerocallis 'Rosy Returns'#1CONT.CAD34CHICAGO APACHE DAYLILYHemerocallis 'Chicago Apache'#1CONT.BES-GOLDSTURM BLACK-EYED SUSANRudbeckia fulgida var. sullivantii 'Goldsturm'#1CONT.KRC-KISMET RASPBERRY CONEFLOWEREchinacea 'TNECHKR'#1CONT.LSRS75LITTLE SPIRE RUSSIAN SAGEPerovskia atriplicifolia 'Lttle Spire'#1CONT.REQUIRED LANDSCAPE CALCULATIONS:THE FOLLOWING LANDSCAPE CALCULATIONS ARE PER THE CITY OF RICHFIELD.ZONE: (MR-2) MULTI-FAMILY DISTRICTREQUIRED OPEN SPACE CALCULATIONS325 SF OPEN SPACE PER DWELLING UNIT = 325 SF X 90 DWELLING UNITS = 29,250 SF OPEN SPACE REQ'D (15,488 SFPROVIDED)LANDSCAPING & SCREENING REQUIREMENTS (SECTION 544.03)CLASSIFICATION: COMMERCIAL/MIXED USEEXISTING TREES SAVED: (3) CREDIT TOWARDS REQUIRED TREESPARKING LOT CALCULATIONSPERIMETER OVERSTORY TREE PLANTINGS BETWEENSTREET AND PARKING LOT REQ'D AT 1 PER 40 LF OFFRONTAGE (PROVIDED)INTERIOR PLANTINGS - (5%) OF TOTAL PARKING AREA TO BELANDSCAPED ISLANDS AT 180 SF WITH (2) OVERSTORY OR(2) ORNAMENTAL TREES (PROVIDED)LAWN - SOD REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060HENLEY 2 600 64TH STREET WEST, RICHFIELD, MN 55423 2316 4TH AVE S, MINNEAPOLIS, MN 55404 NORTH BAY COMPANIES PROJECT 24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.04/10/20ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1941404/10/20CITY RESUBMITTAL..........03/04/20CITY SUBMITTALDRAWN BY:REVIEWED BY:NDMP,PS..............Thu Apr 9 13:25:43 2020COPYRIGHT CIVIL SITE GROUP INC.c1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2 AGENDA SECTION:OTHER BUSINESS AGENDA ITEM #7. STAFF RE P ORT NO. 68 CIT Y COUNCIL ME E T ING 6/9/2020 RE P O RT P RE PA RE D B Y: C hris Regis, F inance D irector D E PA RTME NT D IRE C TO R RE V IE W: C hris Regis, F inance D irector O THE R D E PA RTM E NT RE V IE W: N/A . C ITY MA NA G E R RE V IE W: K atie Rodriguez, C ity Manager 6/3/2020 I T E M F O R C O UNC IL C O NS ID E RAT I O N: Receipt of the City of Richfield Comprehensive Annual Financial Report (C AFR) for the fiscal year ended December 31, 2019. E X E C UT IV E S UM M ARY: As required by state law all general purpose local governments must be audited in accordance with U.S. generally accepted auditing standards by a firm of licensed certified public accountants. I n addition, state law also requires that local governments publish within six months of the close of each fiscal year a complete set of financial statements presented in conformance with U.S. generally accepted accounting standards. Accordingly, the City’s auditing firm, BerganK D V, Ltd. has completed the annual audit of the City’s financial records and has issued an unqualified opinion on those records for the fiscal year ended December 31, 2019. The financial statements will be published locally and submitted to the State of Minnesota and the Government Finance Officers Association. Therefore, staff presents to the City Council, the Comprehensive Annual Financial Report (C A F R) for fiscal year ended December 31, 2019. RE C O M M E ND E D AC T I O N: By Motion: Accept the Comprehensive Annual Financial Report of the City for the year ended December 31, 2019. B AS IS O F RE C O M M E ND AT I O N: A.H IS TOR IC AL C ON T E X T The City’s auditing firm, BerganK D V, Ltd. has completed the annual audit of the City’s financial records for the fiscal year ended December 31, 2019. As part of the audit, BerganKD V, LTD. has issued an unqualified opinion on the City ’s financial statements for the year ending December 31, 2019. A representative of BerganK D V, LTD. will be present at the tonight’s Council meeting to make a brief presentation on the 2019 financial information and answer questions. I n addition, the C AF R will be submitted to the State of Minnesota pursuant to State law and to the Government Finance Offic ers Association for the Certificate of Achievement for Excellence in Financial Reporting program. B.P OL IC IE S (resolutions, ordinances, regulations, statutes, etc): Action to be taken at the J une 9, 2020 City Council meeting is the offic ial receipt of the D ec ember 31, 2019 City of Richfield Comprehensive Annual Financial Report by the City Council. The City ’s auditor has performed an audit of the City ’s financ ial rec ords for the y ear ended December 31, 2019 and prepared reports to the City Council concerning legal compliance and internal controls. C.C R IT IC AL T IMIN G IS S U E S: Action on this item is requested at the J une 9, 2020 City Council meeting as there is a J une 30, 2020 reporting deadline with the State of Minnesota. D.F IN AN C IAL IMPAC T: N/A. E.L E GAL C ON S ID E R AT ION: The C A F R will be submitted to the State of Minnesota, pursuant to State law. The C A F R will be published in the Sun Current the week of J une 15, 2020. ALTE R N AT IV E R E C O MME N D ATIO N(S): None. P R IN C IPAL PAR TIE S E X P E C TE D AT ME E TIN G: • Caroline Stutsman, Manager, BerganK D V