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2019.03.19 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: March 15, 2019 City Council Meeting Schedule Tuesday, March 19, 2019 Time Type of meeting Location 6:30 p.m. City Council work session to discuss: • Update on the Hennepin County Hwy 81 landscaping project. • Constituent issues update. • City manager monthly update. • New business.* • Announcements.* Conference Room A 7 p.m. City Council meeting Council Chambers Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: March 15, 2019 City Council Work Session Agenda March 19, 2019 6:30 p.m. Conference Room A Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held at ______ p.m. on March 19, 2019 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council Members Staff ____ LaRoche ____ Norris ____ Parsons ____ Therres ____ Adams ____ Gilchrist ____ Banks ____ Revering ____ Budziszewski ____ Ray ____ Deshler ____ Serres ____ Kiser II. Agenda 1. Update on the Hennepin County Highway 81 landscaping project. 2. Constituent issues update. 3. City manager monthly update. 4. New business.* 5. Announcements.* * Denotes no supporting information included in the packet. III. Adjournment The work session adjourned at ______ p.m. Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531- 1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. Memorandum DATE: March 19, 2018 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Hennepin County Hwy 81 potential planting Summary On April 3, 2018 Hennepin County staff attended a Council work session to discuss the potential landscaping project along the Hwy 81 Corridor through Crystal. At the end of the work session, the direction was for the County staff to come back before the Council to discuss the long term maintenance agreement for the project. The project has been bid and the contract awarded by the County. County staff would now like to enter into an agreement with the City for the long term maintenance of the project. Hennepin County staff will be present at the work session to discuss the proposed agreement. Based on input from the April 3, 2018, here are some follow up notes based on comments the Council had: 1) 3 year warranty – Will be included a. Irrigation will be subsurface system instead of spray 2) Litter being caught in vegetation – Still potentially an issue, but not sure about solution a. County will provide litter collection twice a year during the establishment period 3) Planting on the medians on Bass Lake Rd on either side of Hwy 81 a. Median on the east side of Hwy 81 is being included in the project City responsibilities 1) Responsible for tree maintenance one year after planting (unlike 3 year for the rest of the project) 2) Responsible for all landscaping maintenance (weeding, pruning, irrigation, plant replacements) starting 3 years (plant establishment period) after the project completion and lasting for 5 years (until July 1, 2027) 3) Responsible for electrical power (battery replacement) and water for irrigation after 3 years. County will pay the water cost during the 3 year establishment period. 4) The City wants to be present for turn on and blow out each year during the 3 year maintenance period 5) The City will do a walk through with the County in the spring of 2022 and develop a punch list of items that need to be addressed prior to the City taking over ownership. Any repairs or other issues need to be addressed such that the system is fully operational prior to the City taking over responsibility Staff comments With regards to the boulevard trees, the County Forester currently does all maintenance. Based on the proposed agreement this appears to be changing to City responsibility. Attachment • Draft agreement with Hennepin County for Hwy 81 planting project Council action • No formal Council action is needed. • If the Council is ok with the proposed agreement, it could come before the Council as soon as the April 2nd meeting. • If the Council is ok with the proposed agreement, would the Council be ok with this agreement being on the consent agenda April 2nd? Agreement No. A188825 County Project No. 1006427 County Road 81 City of Crystal County of Hennepin, Environment & Energy COUNTY STATE AID HIGHWAY 81 LANDSCAPE MAINTENANCE AGREEMENT BETWEEN COUNTY OF HENNEPIN AND THE CITY OF CRYSTAL THIS AGREEMENT is between the County of Hennepin, State of Minnesota, A-2300 Government Center, Minneapolis, Minnesota 55487 (“COUNTY”), on behalf of the Environment and Energy Department, 701 4th Avenue South, Suite 700, Minneapolis, MN 55415-1843, (“DEPARTMENT”), and the City of Crystal, 4141 Douglas Drive North, Crystal, MN 55422 (“CITY”). RECITALS WHEREAS, the COUNTY is preparing to landscape the portion of County Road 81 between the eastern boundary of Robbinsdale to Interstate 694/94 in the Cities of Robbinsdale, Crystal and Brooklyn Park as shown on the CSAH 81 Landscape Rehabilitation plans for County Project No. 1002318: on file with Hennepin County (the “Project”); and WHEREAS, the COUNTY will undertake, as a part of the Project, the installation of irrigation and the planting of trees, shrubs, and perennials; and WHEREAS, the COUNTY will fund and oversee the landscape and irrigation installation; and WHEREAS, the COUNTY will fund and install boulevard trees; and WHEREAS, the CITY agrees to assume ongoing responsibility for the care, operation and maintenance of irrigation and new landscape plants within the County Road 81 right-of-way from mid-2022 through June 2027; and WHEREAS, the CITY agrees to assume ongoing responsibility for the care of CSAH 81 boulevard trees beginning one year after planting; and NOW, THEREFORE, in consideration of these mutual undertakings and agreements, the COUNTY and the CITY agree as follows: Project Procurement and Installation of Landscape Materials and Irrigation1. The COUNTY will acquire landscape materials and perform landscaping according to the CSAH 81a. Landscape Rehabilitation Plans: on file with Hennepin County (the “Project”). The COUNTY will obtain all necessary construction permits required in connection with theb. installation of the landscape materials. The COUNTY, through its installation contractor, shall be responsible for all maintenance during thec. plant establishment period, a 3 year time period from July 1, 2019 until July 1, 2022. This includes 1 | Page the maintenance of the irrigation system and other maintenance as described in Attachment A, attached and incorporated by this reference. The COUNTY will notify the CITY when the work to blow out the irrigation system in the fall and d. work to turn on the water in the spring will occur so the CITY can be present during such work during the 3 year period. d. The COUNTY anticipates installation of the landscape during the 2019 construction season.e. e. During the 3 year plant establishment period, Hennepin County will be responsible for trashf. pick-up in the newly landscaped medians two times per year. f. The COUNTY’s Forestry division will install trees in the CSAH 81 boulevards and will be responsibleg. for their maintenance and watering during the one year time period following installation. g. During the 3-year plant establishment period, Hennepin County will pay for the irrigation relatedh. water charges. Prior to the conclusion of the 3 year period, and before the maintenance responsibility transfers to i. the CITY, the COUNTY and the CITY shall conduct a walkthrough of the area and develop a punch list of items that must be corrected. All of the identified punch list items must be corrected, and the irrigation system must be fully operational, before the CITY assumes the maintenance responsibility for the system. Project Maintenance2. TheWith the exception of the boulevard trees, the CITY shall be responsible for the maintenance ofa. the landscaping upon completion of the plant establishment period and for five years following this period until July 1, 2027. Maintenance includes, but is not limited to, general categories of weeding, pruning, irrigation, and removal and replacement of all plant materials that fail to survive. See Attachment A for a complete maintenance schedule. The COUNTY shall maintain the boulevard trees as it does with the other boulevard trees on COUNTY highways in the CITY. The CITY shall provide, at its sole expense, all electrical power and water to operate the irrigationb. system. The CITY shall furnish all labor, materials, supplies, tools and other items necessary to provide thec. needed maintenance or repair. The CITY shall be responsible for the County Forestry installed boulevard trees for the life of thed. trees beginning one year after planting. This includes, but is not limited to, pruning, watering, and removal of dead trees. Project Term3. Agreement is effective upon signing and terminates on July 1, 2027. Project Representatives4. Each party’s Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required by this Agreement: The CITY’s Authorized Representative is: Mark Ray, Public Works Director (or successor) 4141 Douglas Drive North Crystal, MN 55422 763-432-1160 or 763-531-1000 mark.ray@crystalmn.gov 2 | Page The COUNTY’s Authorized Representative is: John Evans, Assistant Director Department of Environment and Energy (or successor) 701 4th Avenue South, Suite 700 | Minneapolis, MN 55415-1843 612-348-4046 John.Evans@hennepin.us Signage5. No advertising signs or devices of any form or size will constructed or permitted to be constructed or placed upon COUNTY right-of-way. This Agreement does not grant any interest whatsoever in land, nor does it establish a permanent park or natural area. Amendments6. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. Assignment 7. Neither party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. Force Majeure8. Neither party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance), if such a failure or delay is due to a force majeure event. A force majeure event is an event beyond a party’s reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. Traffic Control and Notice of Lane Closures9. During maintenance activities, the CITY shall be responsible for compliance with applicable provisions of the current version of the Minnesota Temporary Traffic Control Field Manual and Minnesota Manual on Uniform Traffic Control Devices. The CITY shall apply for an annual Transportation Right-of-Way Permit from the COUNTY if it is necessary to partially block CSAH 81 within its corporate limits while conducting the maintenance. The CITY shall contact the COUNTY’s permit office at 612-596-0339 for information and use the web-based e-permitting system at roadpermits.co.hennepin.mn.us to apply for a permit. The COUNTY will waive all fees associated with the permit for the CITY. This Agreement does not prohibit the COUNTY from closing a road if such closing is authorized by law and is necessary for public safety. Landscape Installation Areas10. The following areas within the City, County Road 81 right-of-way will have new landscape plants and irrigation installed: 47th Avenue to 51st Avenue median 51st Avenue to CP/Soo median CP/Soo to Wilshire Boulevard median 3 | Page Wilshire Boulevard to Bass Lake Road median Bass Lake Road intersection Bass Lake Road to 60th Avenue intersection 12. Annual Maintenance Review Once per year during the summer, CITY and COUNTY staff or representatives will analyze the new plantings and together determine any changes needed to the maintenance schedule, amending attachment A as needed. Independent Contractor13. The CITY shall select the means, method, and manner of performing the services. Nothing is intended or should be construed as creating or establishing the relationship of a partnership or a joint venture between the parties or as constituting the CITY as the agent, representative, or employee of the COUNTY for any purpose. The CITY is and shall remain independent contractors for all services performed under this Agreement. The CITY shall secure all personnel required in performing services under this Agreement. Any personnel of the CITY or other persons while engaged in the performance of any work or services required by the CITY will have no contractual relationship with the COUNTY and will not be considered employees of the COUNTY. The COUNTY shall not be responsible for any claims that arise out of employment or alleged employment under the Minnesota Economic Security Law or the Workers’ Compensation Act of the State of Minnesota on behalf of any personnel, including, without limitation, claims of discrimination against the CITY, its officers, agents, contractors, or employees. The CITY shall defend, indemnify, and hold harmless Hennepin County, their officials, officers, agents, volunteers, and employees from all such claims irrespective of any determination of any pertinent tribunal, agency, board, commission, or court. Such personnel or other persons shall neither require nor be entitled to any compensation, rights, or benefits of any kind from the COUNTY, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, Workers’ Compensation, Re-employment Compensation, disability, severance pay, and retirement benefits. 14.Indemnification CITY shall defend, indemnify, and hold harmless COUNTY, its present and former officials, officers, agents, volunteers and employees from any liability, claims, causes of action, judgments, damages, losses, costs, or expenses, including reasonable attorney’s fees, resulting directly or indirectly from any act or omission of CITY, a subcontractor, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable in the performance of the services required by this Agreement, and against all loss by reason of the failure of CITY to perform any obligation under this Agreement. For clarification and not limitation, this obligation to defend, indemnify and hold harmless includes but is not limited to any liability, claims or actions resulting directly or indirectly from alleged infringement of any copyright or any property right of another, the employment or alleged employment of CITY personnel, the unlawful disclosure and/or use of protected data, or other noncompliance with the requirements of the provisions set forth herein. 15.Merger, Modification and Severability A.The entire Agreement between the parties is contained herein and supersedes all oral agreements and negotiations between the parties relating to the subject matter. All items that are referenced or that are attached are incorporated and made a part of this Agreement. If there is any conflict between the terms of this Agreement and referenced or attached items, the terms of this Agreement shall prevail. 4 | Page B.Any alterations, variations, modifications, or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing as an amendment to this Agreement signed by the parties. C.If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining provisions will not be affected. 16. Cancellation Upon written notice, the COUNTY may immediately suspend or cancel this Agreement in the event that (i) the landscape rehabilitation project does not move to construction; (ii) funding for landscape rehabilitation project is withdrawn or is otherwise made unavailable; or (iii) COUNTY determines, in its sole discretion, that funding is, or has become, insufficient to proceed with the landscape rehabilitation project. 17. Notices Any notice or demand which must be given or made by a party under the terms of this Agreement or any statute or ordinance shall be in writing. Notices to the COUNTY shall be sent to the County Administrator with a copy to the originating Department at the address given in the opening paragraph of the Agreement. Notice to the CITY shall be sent to the City Administrator at the address stated in the opening paragraph of the Agreement. 18. Survival of Provisions Provisions that by their nature are intended to survive the term, cancellation or termination of this Agreement include but are not limited to: INDEPENDENT CONTRACTOR; INDEMNIFICATION; DEFAULT AND CANCELLATION; and MINNESOTA LAW GOVERNS. 19.Media Outreach City shall notify COUNTY, prior to publication, release or occurrence of any Outreach (as defined below). The parties shall coordinate to produce collaborative and mutually acceptable Outreach. For clarification and not limitation, all Outreach shall be approved by COUNTY, by and through the Public Relations Officer or his/her designee(s), prior to publication or release. As used herein, the term “Outreach” shall mean all media, social media, news releases, external facing communications, advertising, marketing, promotions, client lists, civic/community events or opportunities and/or other forms of outreach created by, or on behalf of, City (i) that reference or otherwise use the term “Hennepin County,” or any derivative thereof; or (ii) that directly or indirectly relate to, reference or concern the County of Hennepin, this Agreement, the services performed hereunder or COUNTY personnel, including but not limited to COUNTY employees and elected officials. 20.Minnesota Laws Govern. The Laws of the State of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the parties and their performance. The appropriate venue and jurisdiction for any litigation will be those courts located within the County of Hennepin, State of Minnesota. Litigation, however, in the federal courts involving the parties will be in the appropriate federal court within the State of Minnesota. 5 | Page COUNTY BOARD AUTHORIZATION Reviewed by the County Attorney’s COUNTY OF HENNEPIN Office STATE OF MINNESOTA ______________________________ By: ______________________________________ Assistant County Attorney Chair of Its County Board Date: ________________________ATTEST: ___________________________________ Deputy/Clerk of County Board Date: By: _______________________________________ County Administrator Date: By: ______________________________________ Assistant County Administrator - Public Works Date: Recommended for Approval By: _______________________________ Director, Environment and Energy Department Date: _____________________________ CITY OF CRYSTAL By: ____________________________________By: ____________________________________ Mayor, Jim Adams City Manager, Anne Norris Date: __________________________________Date: ___________________________________ 6 | Page 7 | Page Document comparison by W orkshare Compare on Thursday, March 14, 2019 11:10:31 AM Input: Document 1 ID PowerDocs://DOCSOPEN/560092/1 Description DOCSOPEN-#560092-v1-Crystal_Maintenence_A_2-26-19 Document 2 ID PowerDocs://DOCSOPEN/560092/2 Description DOCSOPEN-#560092-v2-Crystal_Maintenence_A_2-26-19 Rendering set Standard Legend: Insertion Deletion Moved from Moved to Style change Format change Moved deletion Inserted cell Deleted cell Moved cell Split/Merged cell Padding cell Statistics: Count Insertions 6 Deletions 5 Moved from 0 Moved to 0 Style change 0 Format changed 0 Total changes 11 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov CITY MANAGER WORK PLAN MONTHLY CHECK IN – MARCH 2019 Objectives: - Operational planning for achievement of Council goals o Thriving Business Climate  City Code update complete – now final review for any corrections before formatting  Updated fire suppression system financial assistance program – Elision Theater utilizing  Open To Business assistance available o Create Strong Neighborhoods  Code enforcement – on-going  Implementation of Master Parks System Plan – Becker Park improvement project contracted awarded; ground breaking scheduled for 4/3/19  Home improvement loans/rebates available through CEE o Fiscally sound and stable policies and procedures:  Long term financial planning:  2019-2020 budget – first two year budget approved  Assume no new debt  Capital plan updates underway for Council review in late spring  Space needs study in progress o Monthly check in with Council - Facilitative leadership and vision – update shared vision and common goals o 2/26/19 Council work session to update goals and priorities – follow up meeting with Karen DeYoung 3/15/19 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov City Council Meeting Agenda March 19, 2019 7 p.m. Council Chambers The city manager’s comments are bolded. 1. Call to Order, Roll Call and Pledge of Allegiance. 2. Approval of Agenda The Council will consider approval of the agenda. 3. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a. The City Council meeting on March 5, 2019. b. The City Council work session on March 5, 2019. c. The City Council work session on March 14, 2019. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 3.3 Approval of a resolution accepting the following donations: a. $500 from BGD Companies, Inc. for Becker Park Project. b. $500 from Crystal Lions Club for Crystal K-9 Unit. c. $6,885 from Crystal VFW Post 494 for Crystal K-9 Unit. d. $20 from Nancy Long for Crystal K-9 Unit. e. $100 from Robbinsdale Lions Club for Crystal K-9 Unit. f. $50 from David Waldron for Crystal Junior Police Academy. g. $50 from David Waldron for Crystal Reserve Officers. 3.4 Approval of a resolution for the Public Works Equipment Loan Agreement. 3.5 Approval of a grant application to the Minnesota Department of Natural Resources for a hockey rink at North Lions Park. 3.6 Approval of a temporary on-sale liquor license for a social event on May 10, 2019, submitted by the Church of St. Raphael located at 7301 56th Ave. N. Crystal City Council Meeting Agenda March 19, 2019 Page 2 of 4 4. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas.) 5. Public Hearing 5.1 The Mayor will open a public hearing to receive comment and consider a resolution vacating easements in L.B. Berglunds Addition and Trinity Covenant Church for Rivertree School. With the proposed expansion of the Rivertree School, including a lot consolidation, there are several alley, drainage and utility easements that will no longer be necessary as new easements will be included on the new plat consolidating the parcels. Notice was provided to public utilities of the proposed vacations and there were no concerns. After taking any public comment, recommend approval of the resolution vacating the easements in L.B. Berglunds Addition. 6. Regular Agenda 6.1 The Council will consider approval of disbursements over $25,000 submitted by the finance department to the city council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. 6.2 The Council will consider first reading of an ordinance rezoning property to Planned Development and adoption of a resolution for an amendment to a conditional use permit, both relating to the expansion of the Rivertree School at 3733 Vera Cruz Avenue North. Rivertree School at 3733 Vera Cruz Avenue North is proposing construction of a new classroom building on their property. The property is zoned low-density residential and schools are a conditional use. The school is applying to rezone the property to a Planned Development and amend the existing conditional use permit the Council approved in 2012. At its March 11 meeting, the Planning Commission held a public hearing on the school’s applications and unanimously recommended approval of the rezoning and amended conditional use permit with conditions outlined in the staff report. 6.3 The Council will consider a resolution approving a final plat to consolidate parcels for Rivertree school. With the school’s proposed expansion, Rivertree school is applying to consolidate four parcels and replat them into one parcel. Recommend approval of the resolution approving the final plat, with conditions as outlined in the staff report. Crystal City Council Meeting Agenda March 19, 2019 Page 3 of 4 6.4 The Council will consider approval of a contract with Aaztec Heating and Air for heaters at the Crystal Cove Aquatic Center. The 2018-19 capital plan includes funds for replacement of two heaters for the Crystal Cove pool. Recommend approval of the resolution authorizing this replacement purchase. 6.5 The Council will consider bids and award the construction contract for the 2019 Street Mill and Overlay Project. Earlier this year the City Council authorized advertising for bids for this year’s mill and overlay project. Bids for this project came in within budget; recommend approval of awarding the contract to the low bidder. 6.6 The Council will consider a resolution to purchase a replacement sign truck. The 2019 capital fleet budget includes funds for replacing the sign truck. Recommend approval of the resolution authorizing this replacement purchase. 6.7 The Council will consider the first reading of an ordinance amending Chapters 1 – 9 of the City Code. As discussed at the last work session, there are some substantive changes needed to Chapters 1 – 9 of the City Code before the City Attorney begins reformatting the updated City Code. Recommend approval of the first reading of the ordinance making these changes. 7. Announcements a. Crystal Business Association meets on Wednesday, March 20 at 8:30 a.m. in the Community Room; Mayor Adams will present the 2019 State of the City. b. The Environmental Quality Commission is hosting the University of Minnesota’s Bee Squad presentation of “Helping People Help Bees” on Thursday, March 21 at 7 p.m. at the Crystal Community Center. c. The next City Council meeting is Tuesday, April 2 at 7 p.m. in the Council Chambers at City Hall. d. Local organizations are invited to lead the pledge at City Council meetings; contact city staff for information. e. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 8. Adjournment Crystal City Council Meeting Agenda March 19, 2019 Page 4 of 4 9. March 19, 2019 Meeting Schedule Time Type of meeting Location 6 p.m. Citizen Input Time Conference Room A 6:30 p.m. City Council work session to discuss: • Update on the Hennepin County Hwy 81 landscaping project. • Constituent issues update. • City manager monthly update. • New business.* • Announcements.* Conference Room A 7 p.m. City Council meeting Council Chambers * Denotes no supporting information included in the packet. Have a great weekend; Assistant City Manager Kim Therres will be at Tuesday’s meeting. Crystal City Council meeting minutes March 5, 2019 Page 1 of 3 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on March 5, 2019 at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota. Mayor Adams called the meeting to order. Roll CallMayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the followingattendance was recorded: Council members present: LaRoche, Parsons, Adams, Banks and Deshler.Absent: Kiser and Budziszewski. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources ManagerK. Therres, City Attorney T. Gilchrist, Community Development Director J. Sutter, Police ChiefS. Revering and City Clerk C. Serres. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member Parsons and seconded by Council Member Deshler to approve the agenda. Motion carried. 3.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a.The City Council meeting on Feb. 19, 2019. b.The City Council work session on Feb. 19, 2019. c.The City Council work session on Feb. 26, 2019. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. Moved by Council Member Banks and seconded by Council Member LaRoche to approve the consent agenda. Motion carried. 4.Open Forum No public comment was given during open forum. 5.Regular Agenda 5.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Moved by Council Member LaRoche and seconded by Council Member Banks to approve the list of disbursements over $25,000. 3.1(a) Crystal City Council meeting minutes March 5, 2019 Page 2 of 3 Voting aye: LaRoche, Parsons, Adams, Banks and Deshler. Absent, not voting: Kiser and Budziszewski. Motion carried. 5.2 The Council considered a resolution approving a petition and agreement for special assessment financing for a fire protection system at 6105 – 42nd Avenue North (Theatre Elision). Community Development Director John Sutter addressed the Council. Theatre Elision representative Beth Pfeifer also addressed the Council and answered questions. Moved by Council Member Banks and seconded by Council Member LaRoche to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 21 RESOLUTION AUTHORIZING EXECUTION OF PETITION AND WAIVER AGREEMENT BY AND BETWEEN THE CITY OF CRYSTAL AND ELISION ARTS, LLC Voting aye: LaRoche, Parsons, Adams, Banks and Deshler. Absent, not voting: Kiser and Budziszewski. Motion carried, resolution declared adopted. 5.3 The Council considered a resolution declaring Lot 1 of Jayflo Subdivision (west end of Iron Horse Park) to be surplus land and directing staff to initiate the sale process. Community Development Director John Sutter addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Deshler to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 22 RESOLUTION DETERMINING CERTAIN LANDS TO BE SURPLUS AND INITIATING THE REPLATTING AND LAND SALE PROCESS Voting aye: LaRoche, Parsons, Adams, Banks and Deshler. Absent, not voting: Kiser and Budziszewski. Motion carried, resolution declared adopted. 5.4 The Council considered approval of the 2019-2020 Labor Agreement with International Union of Operating Engineers, Local 49 (Public Works). Assistant City Manager Kim Therres addressed the Council. Moved by Council Member Banks and seconded by Council Member Parsons to approve the 2019-2020 Labor Agreement with International Union of Operating Engineers, Local 49 (Public Works). 3.1(a) Crystal City Council meeting minutes March 5, 2019 Page 3 of 3 Voting aye: LaRoche, Parsons, Adams, Banks and Deshler. Absent, not voting: Kiser and Budziszewski. Motion carried. 6. Announcements The Council made several announcements about upcoming events. 7. Adjournment Moved by Council Member Deshler and seconded by Council Member Parsons to adjourn the meeting. Motion carried. The meeting adjourned at 7:38 p.m. _____________________________________ Jim Adams, Mayor ATTEST: _________________________________________ Chrissy Serres, City Clerk 3.1(a) Crystal City Council work session minutes March 5, 2019 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held at 7:46 p.m. on March 5, 2019 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for City Council members and staff: Council members present: LaRoche, Parsons, Adams, Banks and Deshler.Absent: Kiser and Budziszewski. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, City Attorney T. Gilchrist, Community Development Director J. Sutter, Police Chief S. Revering and City Clerk C. Serres. II.Agenda The Council and staff discussed the following agenda items: 1.Corrective City Code Amendments, Chapters 1 – 9. 2.Constituent issues. 3.New business. 4.Announcements. III.Adjournment The work session adjourned at 8:09 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 3.1(b) Crystal City Council work session minutes March 14, 2019 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held at 6:40 p.m. on March 14, 2019 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I.Attendance The city manager recorded the attendance for City Council members and staff: Council members present: LaRoche, Parsons, Adams, Budziszewski and Deshler. Absent: Banks and Kiser. City staff present: City Manager A. Norris. II.Agenda The Council conducted commission applicant interviews. III.Adjournment The work session adjourned at 7:55 p.m. ________________________________ Jim Adams, Mayor ATTEST: Anne Norris, City Manager 3.1(c) Page 1 of 1 City of Crystal Council Meeting March 19, 2019 Applications for City License Rental – New 3146 Kentucky Ave. N. – Febronio Fajardo (Conditional) 3425 Regent Ave. N. – Matrix Asset Solutions LLC (Conditional) 3131 Sumter Ave. N. – Central Crystal Village LLC (Conditional) 3000 Winnetka Ave. N. – Central Crystal Village LLC (Conditional) 7601 32nd Ave. N. – Central Crystal Village LLC (Conditional) 8049 34th Pl. N. – Ann Markus (Conditional) Rental – Renewal 4500 Adair Ave. N. – Reill Properties LLC (Conditional) 3143 Aquila Ave. N. – Lowell Pitkin 2900-2930 Douglas Dr. N. – Minnesota Senior Living (Conditional) 4817 Douglas Dr. N. – FYR SFR Borrower LLC (Conditional) 4825 Georgia Ave. N. – James Carroll 2912 Hampshire Ave. N. – FYR SFR Borrower LLC (Conditional) 5213 Jersey Ave. N. – FYR SFR Borrower LLC (Conditional) 5249 Jersey Ave. N. – ADESAH LLC (Conditional) 5943 Jersey Ave. N. – JMW Investments (Conditional) 5757 Maryland Ave. N. – Jeff and Kristin Jacobs 3540 Regent Ave. N. – Larry Brockel (Conditional) 5624 Rhode Island Ave. N. – James Hopper (Conditional) 4733 Welcome Ave. N. – Sharlana Bacchus (Conditional) 5023 Welcome Ave. N. – RENT CITY AT WELCOME LLC 5716 Wilshire Blvd – Mike Viaene and Jon Kotrba (Conditional) 4242 Xenia Ave. N. – Verne Betlach (Conditional) 5642 Xenia Ave. N. – Alberto Teran (Conditional) 7324 33rd Ave. N. – Scott Kevitt 5800-5804 36th Ave. N. – Good Enterprises (Conditional) 5808-5812 36th Ave. N. – Thielen Management LLC 5724 45th Ave. N. – Yeah LLC (Conditional) 5206 49th Ave. N. – John Pepera (Conditional) 5610 56th Ave. N. – Khue Dang (Conditional) 5724 56th Ave. N. – Crystal Ventures LLC (Conditional) 7733 58th Pl. N. – Justin Sutkowski (Conditional) Tree Trimmer Arbortech Inc 6332 Rhode Island Ave. N., Brooklyn Park, MN 55428 3.2 CITY OF CRYSTAL RESOLUTION NO. 2019 - RESOLUTION ACCEPTING DONATIONS FROM BGD COMPANIES, CRYSTAL LIONS CLUB, NANCY LONG, ROBBINSDALE LIONS CLUB, VFW POST 494 AND DAVID WALDRON WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the following donations: Donor Purpose Amount BGD Companies Becker Park Project $500 Crystal Lions Club Crystal K-9 Unit $500 Nancy Long Crystal K-9 Unit $20 Robbinsdale Lions Club Crystal K-9 Unit $100 VFW Post 494 Crystal K-9 Unit $6,885 David Waldron Crystal Junior Police Academy $50 David Waldron Crystal Reserve Officers $50 AND, BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above- named for their generous donations. Dated: March 19, 2019 By: __________________________ Jim Adams, Mayor ATTEST: ______________________________ Christina Serres, City Clerk 3.3 Memorandum DATE: March 19, 2019 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Authorizing the statewide public works equipment loan agreement Background Last fall the City joined the statewide public works mutual aid agreement. The purpose of the agreement is to provide a process for local units of government to share public works personnel and equipment with participating agencies. The proposed equipment sharing (loan) agreement is a companion agreement to the overall mutual aid agreement. The equipment sharing agreement is intended to provide local public works agencies a mechanism through which equipment can be shared (loaned), not just during emergencies. The agreement lays out the terms of the equipment loan and leaves only three things that must be agreed upon between the two government agencies: 1)What the equipment is being shared/loaned 2)How long the equipment may be shared/loaned out 3)What the cost is to use the shared/loaned equipment This agreement should not be interpreted as being limited to only use during catastrophic situations, rather may be leveraged for routine circumstances such as training efforts and maintenance operations for example. The decision when to request equipment is left entirely to the discretion of the requesting and or sending party. The sending party has discretion whether to provide equipment and can recall such equipment at any time. The easiest example of how this agreement could be used is if a City needed to borrow a generator from another City. This agreement would take care of the framework for the “loan”, with only the exact generator, length of the loan, and any cost consideration needing to be worked out between the two cities. The City Attorney was involved in the development of this agreement. Attachment •Public works equipment loan agreement Recommended Action Motion to approve the Resolution approving the public works equipment loan agreement 3.4 1 535476v4 TJG CR225-431 EQUIPMENT LOAN AGREEMENT This Equipment Loan Agreement (“Agreement”) is made and entered into as of the __ day of _______________, 20___ by and among the governmental units that have executed this document as evidenced by the signature pages attached hereto. RECITALS A. Each Party has certain public works Equipment that can be utilized by other Parties for use in carrying out their respective duties to keep public infrastructure properly maintained and to protect the public health, safety, and welfare in a cost-effective manner. B. It is the best interests of the Parties and their respective taxpayers to enter into an agreement to set out a process by which a Party may request the use of certain equipment of another Party and to set out the terms under which such equipment will be made available. C. This Agreement is an extension of the joint powers agreement titled the Public Works Joint Powers Mutual Aid Agreement the parties have adopted and which is a prerequisite to entering into this Agreement. D. In order to reduce the financial risks associated with loaning Equipment, this Agreement is limited to only loaning Equipment that has a replacement value of no greater than $500,000 as determined by the Party who owns the equipment. E. Hennepin County Emergency Management has agreed to receive and maintain the contact information for the Parties that have entered into this Agreement in order to facilitate requests to borrow equipment. F. This Agreement is made pursuant to Minnesota Statues, section 471.59, which authorizes the joint and cooperative exercise of powers common to the parties. Each of the Parties to this Agreement is authorized to own and operate Equipment and so may enter into a joint powers agreement to share such Equipment. AGREEMENT The Parties to this Agreement hereby agree as follows: 1. Definition of Terms. For the purposes of this Agreement, the following terms shall have the meaning given them in this section. (a) Agreement. “Agreement” means this Equipment Loan Agreement. (b) Eligible Party. “Eligible Party” means a “governmental unit” as defined by Minnesota Statues, section 471.59, subdivision 1 that has entered into the joint powers agreement titled the Public Works Joint Powers Mutual Aid Agreement. 3.4 2 535476v4 TJG CR225-431 (c) Equipment. “Equipment” means any equipment, vehicles, or other property owned by a Party that has a replacement value of under $500,000 as determined by the Party who owns the equipment. (d) HCEM. “HCEM” means Hennepin County Emergency Management or its designee. (e) Party and Parties. “Party” means an Eligible Party that elects to participate in this Agreement by the authorization of its governing body. “Parties” means more than one Party to this Agreement. (f) Requesting Official. “Requesting Official” means a person who is designated by the Requesting Party to request the loan of one or more pieces of Equipment from another Party. (g) Requesting Party. “Requesting Party” means a Party that requests to loan one or more pieces of Equipment from a Sending Party. (h) Sending Official. “Sending Official” means a person who is designated by a Party to determine whether and to what extent that Party should loan one or more pieces of its Equipment to a Requesting Party. (i) Sending Party. “Sending Party” means a Party that loans one or more pieces of Equipment to a Requesting Party. 2. Designate Officials. The governing body of each Party shall designate one or more employees or elected officials to serve as a Requesting Official that is authorized to request Equipment from another Party. The governing body of each Party shall also designate one or more employees or elected officials to serve as a Sending Official that is authorized to loan Equipment to another Party. Each Party shall provide the names and contact information regarding its designated Requesting Official and Sending Official to HCEM. 3. Requesting Equipment. Whenever, in the opinion of a Requesting Official of a Party, there is a need for Equipment from another Party, such Requesting Official may, at his or her discretion, call upon the Sending Official of any other Party to furnish the requested Equipment. The Parties understand that this Agreement is limited to Equipment that has a replacement value of under $500,000 as determined by the Party that owns the Equipment. Any piece of Equipment that has a replacement value of $500,000 or greater may not be loaned or borrowed pursuant to this Agreement. The Sending Party has the sole discretion of determining whether to loan the requested Equipment to the Requesting Party and shall in no way be held liable for denying a request. 4. Fees. The Requesting Official and the Sending Official shall mutually agree on whether a fee shall be charged for use of the Equipment. The Requesting Official and the Sending Official may determine that no fee will be charged. If a fee is to be charged, the amount of the fee must be documented in writing and mutually agreed upon before any Equipment is loaned. Such writing may be by email or any other written form. If a fee is 3.4 3 535476v4 TJG CR225-431 charged, the Sending Party shall submit an invoice to the Receiving Party within 30 days after the Equipment is returned to the Sending Party. The Receiving Party shall pay the invoice within 30 days after receipt of the invoice. 5. Loan Period. Prior to sending the Equipment, the Requesting Official and the Sending Official shall agree on the length of the period during which the Requesting Party may use the Equipment. The Requesting Official and the Sending Official may agree to modify the loan period. 6. Recalling Equipment. Whenever a Sending Party has provided one or more pieces of Equipment to a Requesting Party, the Sending Official may at any time, regardless of the agreed upon loan period, recall any of the Equipment it loaned if the Sending Official determines, in his or her best judgment, such recall is necessary to provide for the best interests of the Sending Party’s community. Such action shall not result in liability to any Party and each Party hereby waives all claims against another Party for recalling any Equipment. 7. Requesting Party’s Responsibilities. A Requesting Party that receives one or more pieces of Equipment from a Sending Party shall, during the entire period in which the Requesting Party has possession of the Equipment, be responsible for each of the following: (a) Transporting. Transporting the Equipment to and from the Sending Party’s location; (b) Examining the Equipment. Examining the Equipment upon receipt to determine its suitability for the Requesting Party’s intended use; (c) Trained Operators. Ensuring that only properly trained and licensed personnel are allowed to operate the Equipment; (d) Routine Maintenance. Conducting any routine maintenance required to operate the Equipment. Routine maintenance includes, but is not limited to, supplying fuel, lubricants, fluids, repairing flat tires, and other items that are typically incidental to the use of the Equipment; (e) Liability and Equipment Insurance. Maintaining liability, property, automobile, and such other insurance coverages as may be needed to cover its operation of the Equipment. The Requesting Party’s coverage shall be primary and non- contributory to any other coverage available to the Sending Party. The Requesting Party shall also be entitled to maintain a program of self-insurance. The Sending Party may require proof of insurance coverage from the Requesting Party before agreeing to loan its Equipment; (f) Workers’ Compensation. Injuries to or death of its own personnel while using the Equipment. The Requesting Party shall maintain workers’ compensation insurance or self-insurance covering its own personnel while they are using the Equipment. The Requesting Party waives the right to sue the Sending Party for any workers’ compensation benefits paid to its own personnel or their 3.4 4 535476v4 TJG CR225-431 dependents, even if the injuries were caused wholly or partially by the negligence of the Sending Party or its officers, employees, volunteers, or agents; (g) Damages. Damages to or loss of the Equipment. At a minimum, the Requesting Party shall be obligated to either repair the Equipment or pay the mutually agreed upon actual cash value of the Equipment. The Sending Party shall be entitled to receive any insurance or coverage proceeds received by the Requesting Party that are in excess of the Equipment’s actual cash value; (h) Storing. Storing the Equipment in a safe and secure place; and (i) Returning. Returning the Equipment to the Sending Party at the end of the agreed upon loan period or earlier if recalled by the Sending Party. The Equipment shall be returned in at least the same condition it was in when received, except normal wear and tear. Any Equipment using fuel or other fluids must be returned with at least the same level of fuel and fluids that the Equipment had when received by the Requesting Party. 8. Indemnification. To the fullest extent permitted by law, the Requesting Party agrees to defend, indemnify, and hold the Sending Party harmless against any claims brought or actions filed against the Sending Party or any officer, employee or agent of the Sending Party for injury to, death of, or damage to the property of any third person or persons, arising from the Requesting Party’s use of the Equipment or the Requesting Party’s failure to perform its obligations under this Agreement. The Requesting Party is not required to indemnify the Sending Party for claims arising from the Sending Party’s own negligence or misconduct. Under no circumstances shall a Party be required to pay on behalf of itself and the other Party any amounts in excess of the limits on liability established in Minnesota Statutes, Chapter 466 applicable to any one Party. 9. Liability. To the fullest extent permitted by law, action by the Parties to this Agreement are intended to be and shall be construed as a “cooperative activity” and it is the intent of the Parties that they shall be deemed a “single governmental unit” for the purposes of liability, as set forth in Minnesota Statutes, section 471.59, subd. 1a(a), provide further that for purposes of that statute, each Party to this Agreement expressly declines responsibility for the acts or omissions of another Party, except to the extent necessary to give effect to the indemnification provision in this Agreement. 10. Governing Law. This Agreement shall be governed by and interpreted in accordance with the laws of the State of Minnesota. 11. Waiver. The waiver by either the Requesting Party or the Sending Party of any breach or failure to comply with any provision of this Agreement by the other party shall not be construed as, or constitute a continuing waiver of such provision or a waiver of any other breach of or failure to comply with any other provision of this Agreement. 12. Entire Agreement. This document, including the recitals and the documents expressly incorporated herein by reference, constitutes the entire agreement between the Parties regarding the lending and borrowing of Equipment. This Agreement is an extension of the Public Works Joint Powers Mutual Aid Agreement, which is incorporated herein. To 3.4 5 535476v4 TJG CR225-431 the extent there are any inconsistencies between the documents, the provisions of this Agreement shall be controlling with respect the lending and borrowing of Equipment by the Parties. 13. Counterparts. This Agreement may be executed in counterparts, each of which shall be an original, all of which shall constitute but one and the same instrument. 14. Savings Clause. If any court of competent jurisdiction finds any portion of this Agreement to be contrary to law or invalid, the remainder of the Agreement will remain in full force and effect. 15. Withdrawal. Any Party may withdraw from this Agreement by action of its governing body. The withdrawing Party shall send written notification of its withdrawal to HCEM. Any Party who withdraws from the Public Works Joint Powers Mutual Aid Agreement shall, as of the effective date of such withdrawal, be deemed to have also withdrawn from this Agreement. 16. Effective Date and Termination. This Agreement is effective on the date at least two Parties sign this Agreement. This Agreement will become effective as to additional Parties on the date executed by each such additional Party. This Agreement shall continue until terminated. This Agreement shall be deemed terminated if the Public Works Joint Powers Mutual Aid Agreement is terminated according to its terms, or if the number of Parties to this Agreement falls below 11. HCEM will notify the remaining Parties if this Agreement is terminated. 17. No Third Party Rights. This Agreement is solely for the benefit of the Parties. This Agreement shall not create or establish any rights in or for the benefit of any third party. IN WITNESS WHEREOF, the Parties, by action of their respective governing bodies, caused this Agreement to be approved on the date below. ___________________________________ GOVERNMENTAL UNIT Dated: ______________________________ BY: Its ___________________________ AND:________________________________ Its ____________________________ 3.4 RESOLUTION NO. 2019- _____ AUTHORIZING THE PUBLIC WORKS EQUIPMENT LOAN AGREEMENT WHEREAS, this agreement provides a process for units of government to loan public works equipment with other agencies within the State of Minnesota; and WHEREAS, the equipment can be loaned in response to emergencies or normal operational needs; and WHEREAS, the City of Crystal is already a member of the Public Works Joint Powers Mutual Aid Agreement; and WHEREAS, the City of Crystal desires to enter said agreement. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby authorizes the public works equipment loan agreement and the City Manager and Mayor are authorized to sign said agreement. BE IT FURTHER RESOLVED that the Director of Public Works and City Manager are both designated as the “Requesting Official” and the “Sending Official” for the Public Works Joint Powers Mutual Aid Agreement and this Equipment Loan Agreement. Adopted by the Crystal City Council this 19th day of March 2019. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 3.4 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: March 13, 2019 TO: Mayor and City Council Anne Norris, City Manager FROM: John Elholm, Recreation Director SUBJECT: Grant Application to the Minnesota Department of Natural Resources The City of Crystal developed a park and recreation system master plan in 2017 that identifies park improvement projects throughout the city. An area noted for improvement is related to hockey rinks. The master plan recommends that hockey rinks be consolidated into ‘community’ parks where support facilities like warming houses, restrooms, parking, etc. are also available. The plan also recommends removing hockey rinks from ‘neighborhood’ parks due to the lack of these support facilities. The hockey rink at Broadway Park has been removed; and the one at Iron Horse Park may be removed in the near future. Both are ‘neighborhood’ parks in the northern part of the city. However, the ‘community’ park in the northern part of the city does not have a hockey rink either. The master plan proposes adding a hockey rink at North Lions Park; to provide an opportunity for residents to play hockey and/or skate in this part of the city. The Minnesota Department of Natural Resources offers grants through their Outdoor Recreation Grant Program for projects such as this. The grants are for, “development, redevelopment or rehabilitation of outdoor recreation facilities on land owned by the applicant”. Skating rinks are an eligible recreation facility for this grant. The grant can fund up to 50% of the project with a maximum grant amount of $250,000. The approximate cost of a hockey rink, electrical work / lighting and permanent surfacing would be $170,000; so the maximum grant amount would be $85,000. Matching funds would come from the parks fund. The grant application is due March 29, and it requires a resolution of support from the Crystal City Council. 3.5 CITY OF CRYSTAL RESOLUTION 2019 – RESOLUTION AUTHORIZING AN OUTDOOR RECREATION GRANT APPLICATION TO THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES FOR HOCKEY RINK DEVELOPMENT AT NORTH LIONS PARK BE IT RESOLVED that City of Crystal act as legal sponsor for the project contained in the Outdoor Recreation grant application to be submitted on March 29, 2019 and that City Manager Anne Norris is hereby authorized to apply to the Department of Natural Resources for funding of this project on behalf of City of Crystal. BE IT FURTHER RESOLVED that the applicant has read the Conflict of Interest Policy contained in the Outdoor Recreation Grant Program Manual and certifies it will report any actual, potential, perceived or organizational conflicts of interest upon discovery to the state related to the application or a grant award. BE IT FURTHER RESOLVED that City of Crystal has the legal authority to apply for financial assistance, and financial capability to meet the match requirement (if any) and ensure adequate construction, operation, maintenance and replacement of the proposed project for its design life. BE IT FURTHER RESOLVED that City of Crystal has not incurred any development costs and has not entered into a written purchase agreement to acquire the property described in the Cost Breakdown section on this application. BE IT FURTHER RESOLVED that City of Crystal has or will acquire fee title or permanent easement over the land described in the site plan included in the application. BE IT FURTHER RESOLVED that, upon approval of its application by the state, City of Crystal may enter into an agreement with the State of Minnesota for the above-referenced project, and that City of Crystal certifies that it will comply with all applicable laws and regulations as stated in the grant agreement including dedicating the park property for uses consistent with the funding grant program into perpetuity. NOW, THEREFORE BE IT RESOLVED that City Manager Anne Norris is hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant. I CERTIFY THAT the above resolution was adopted by the City Council of the City of Crystal on March 19, 2019 SIGNED: WITNESSED: (Signature – Jim Adams) (Signature – Christina Serres) Mayor City Clerk (Title) (Date) (Title) (Date) 3.5 3.6 _______________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for March 19 City Council Meeting) DATE: March 14, 2019 RE: PUBLIC HEARING: Consider adoption of a resolution approving a vacation of alley and drainage and utility easements for the Rivertree School at 3733 Vera Cruz Avenue North A.BACKGROUND The City Council is being asked to adopt a resolution in attachment A to vacate city-owned alley and drainage and utility easements within the Trinity Covenant Church and L.B. Bergund Addition plats. Four lots within those plats, which are owned by the Rivertree School at 3733 Vera Cruz Avenue North, are being consolidated so that a new classroom building can be constructed (see agenda item 6.7). Attachment: A.Resolution B.PROPOSED VACATION OF EASEMENTS Attachment A illustrates the proposed alley and drainage and utility easements that are to be vacated. Alley easements were dedicated on the L.B. Berglund Addition plat when it was approved by the City Council in 1925. A portion of the alley easements were vacated in 1958 to allow for the construction of a church building at 3733 Vera Cruz (now Rivertree School’s classroom building). Rivertree school is requesting that the remaining alley easement on their property be vacated to allow for a second classroom building to be built. An additional alley easement and drainage and utility easements were dedicated on the Trinity Covenant Church plat when it was approved by the City Council in 1981. This property is now being replatted as the Rivertree School plat, which combines four parcels owned by the school into one parcel. New drainage and utility easements are dedicated on the Rivertree School plat so the existing easements in the Trinity Covenant Church plat are no longer needed. Notice of the March 19 public hearing was published in the Sun Post on February 28, and mailed to four utility companies: Comcast, CenterPoint Energy, Xcel Energy, and COUNCIL STAFF REPORT Vacate Alley and Drainage and Utility Easements 5.1 CenturyLink. CenterPoint Energy and Comcast have responded by saying they have no objections to the easements being vacated, while Xcel and CenturyLink have not responded. . C.REQUESTED ACTION City staff recommends that the alley and drainage and utility easements located within the Trinity Covenant Church and L.B. Berglund Addition plats be vacated. City Council motion to approve the proposed resolution (attachment A) is requested. According to State Statute 412.851, a 4/5 vote of the Council (6 Council members) is necessary to approve the alley vacation since not all property owners adjacent to the alley right-of-way submitted the vacation application. 5.1 1 558110v1 DTA CR205-30 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2019-_____ RESOLUTION VACATING CERTAIN ALLEYS AND EASEMENTS WITHIN THE PLAT OF TRINITY COVENANT CHURCH AND THE PLAT OF L.B. BERGLUNDS ADDITION WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, pursuant to Minn. Stat. § 412.851, the City scheduled a public hearing on March 19, 2019 to consider vacating certain platted alleys and certain drainage and utility easements, all of which are legally described on the attached Exhibit A and depicted on the attached Exhibit B; and WHEREAS, notice of the public hearing was posted, published in the City’s official newspaper, and mailed to any and all owners of affected properties, as required by state statute; and WHEREAS, on March 19, 2019, the City held the public hearing on the proposed vacation during which all interested parties were heard; and WHEREAS, the City has the authority, pursuant to Minn. Stat. § 412.851, to vacate public right-of-way, including alleys, or any portion thereof if it appears in the interest of the public to do so; and WHEREAS, the City has the authority, pursuant to Minn. Stat. 462.358, subd. 7, to vacate easements, including those for drainage and utility purposes; and WHEREAS, following the public hearing, the City determined that there is no continuing public need for the alleys and easements described and depicted herein, and that vacating said alleys and easements is in the public interest. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The City hereby declares that the alleys and easements legally described on Exhibit A attached hereto and depicted on Exhibit B attached hereto are vacated, subject to the following conditions: a.Approval by the City of the final plat of RIVERTREE SCHOOL; and Attachment A 5.1 2 558110v1 DTA CR205-30 b. Execution of the final plat of RIVERTREE SCHOOL by the Mayor and City Clerk and the release of the plat for recording. 2. Upon the release for recording by the City of the final plat of RIVERTREE SCHOOL, City staff is hereby authorized and directed to prepare and present to the Hennepin County auditor a notice that the City has completed these vacation proceedings. Said notice shall be recorded with the Hennepin County recorder prior to the recording of the plat of RIVERTREE SCHOOL. 3. City staff is hereby authorized and directed to take any additional steps necessary to effectuate the intent of this resolution. Adopted by the Crystal City Council this 19th day of March, 2019. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 5.1 A-1 558110v1 DTA CR205-30 EXHIBIT A Legal Description of Vacated Alleys and Easements That part of the alley as platted in Block 2, L.B. BERGLUNDS ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, described as follows: That part of the alley as platted in said Block 2, lying northerly of the westerly extension of the south line of Lot 5, in said Block 2, and lying southerly of the easterly extension of the north line of the alley as platted in TRINITY COVENANT CHURCH, according to the recorded plat thereof, Hennepin County, Minnesota, The alley as platted in TRINITY COVENANT CHURCH, according to the recorded plat thereof, Hennepin County, Minnesota, The easements as platted in TRINITY COVENANT CHURCH, according to the recorded plat thereof, Hennepin County, Minnesota, The sewer easement over and across the east 15.00 feet of Lot 5, Block 2, L.B. BERGLUNDS ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, as described in Document No. 483569, and The sewer easement over and across the east 15.00 feet of Lot 4, Block 2, L.B. BERGLUNDS ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, as described in Document No. 667515. 5.1 B-1 558110v1 DTA CR205-30 EXHIBIT B Depiction of Vacated Alleys and Easements 5.1 DATE:March 14, 2019 TO:Anne Norris, City Manager City of Crystal City Council FROM:Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount Waste Management (HRG)January recycling costs- Hennepin Recycling Group $37,715.69 AEM Financial Solutions LLC Financial services for February/March $29,600.00 Golden Valley JWC January water costs $422,898.43 Instituform Technologies USA Inc.Sanitation & Storm Sewer Lining Project progress billing $128,063.37 HealthPartners March Employee/Retiree Health Insurance Premiums $101,721.50 MN PERA Employee and city required contributions for 3/8/19 pay date $60,412.70 $780,411.69 Description C:\Users\anorris\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\IVUNW1LB\Checks over $25000 Memo (003) 6.1 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 1 OF 7 _______________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris (for March 19 Meeting) DATE: March 14, 2019 RE: Consider first reading of an ordinance rezoning property to Planned Development and adoption of a resolution for an amendment to a conditional use permit, both relating to the expansion of Rivertree School at 3733 Vera Cruz Avenue North A.BACKGROUND Rivertree School, a private school for K-12 students, is proposing to construct a new classroom building on property they own near their existing school building at 3733 Vera Cruz Avenue North. The property is zoned Low Density Residential (R-1) and schools are a conditional use within that zoning district. The applicant is proposing to rezone their properties to Planned Development (PD) and amend the conditional use permit (CUP) approved by the City Council in 2012. Notice of the March 11 public hearing was published in the Sun Post on February 28 and mailed to owners within 500 feet (see attachment A). A hearing notice was also sent to the city of Robbinsdale since the property is adjacent to the Robbinsdale/Crystal boundary line. Attachments: A.Site location map showing public hearing notification area B.Existing zoning map C.2030 Comprehensive Plan planned land use map D.2012 CUP approval conditions E.Project narrative F.Letter from James Truax, 3717 Vera Cruz Avenue North G. Site plan (17 sheets) H. Ordinance I. Resolution COUNCIL STAFF REPORT Expansion of Rivertree School 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 2 OF 7 B. SCHOOL CAMPUS EXPANSION Property history The existing building was constructed in 1958 as a church. In 1981 the City Council approved a CUP to allow the church to construct an addition to the building. In 2012 the City Council approved a CUP for Rivertree School to locate on the property. Attachment D has the conditions under which the 2012 CUP was approved. Neighborhood meeting The applicant held a neighborhood meeting on February 19, 2019, which was attended by the city planner, four area residents, and three Planning Commission members. The purpose of the meeting was to provide information on the proposed project to property owners near the school. Attendees asked questions about how the school will use the property and the construction timeline. Existing use Rivertree school has an existing 12,466 square foot classroom building at 3733 Vera Cruz Avenue North, with an associated surface parking lot. The school also owns the following properties:  3633 Vera Cruz Ave N – The property contains a single-family home used by the school. Since the applicant does not intend to change the use of this property, it was not included in the Planned Development.  3701 Vera Cruz Ave N – Formerly the property was the location for a single-family home that was demolished by the school in 2016.  3709 Vera Cruz Ave N - The property contains a single-family home used by the school. There is an existing single-family home located at 3717 Vera Cruz, between the school’s existing and proposed buildings. This property is not owned by the school, but the property owner is aware of the school’s expansion plans (attachment F). The applicant has indicated that they have signed an agreement with the property owner to purchase the property in the future, demolish the home, and use the property as open space for the school campus. Proposed use The applicant is proposing to demolish the home at 3709 Vera Cruz and construct a 10,400 square foot classroom building for grades 9-12 in the location of 3701 and 3709 Vera Cruz. The new 20’ tall building will be addressed as 3709 Vera Cruz Avenue North. The properties included in the Planned Development consists of four platted lots. The applicant has submitted a lot consolidation application that will replat these lots into one parcel. According to the UDC, a lot consolidation application is approved by the City Council without the need for a public hearing. The following are the notable site plan elements for the proposed building: 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 3 OF 7  Building setbacks. The required building setbacks for schools in the R-1 district are 30 feet from front and rear property lines and 10 feet from side property lines. The proposed building meets these requirements. The proposed building is not located in a drainage or utility easement.  Parking. For the 2018 -19 school year, Rivertree has a student enrollment of 139 students – 120 in grades K-8 and 19 in grades 9-12. The applicant has indicated that the maximum number of students will be 208, but that the most likely enrollment peak will be 180 students. Based on the maximum number of students, the number of required parking spaces according to the UDC is 70 spaces. There are currently 102 parking spaces for the school, which meets the requirements for the existing and proposed buildings. The applicant is not proposing to construct additional parking. Since the school operates on weekdays, the possibilities for parking conflicts with the neighborhood are minimized. Rivertree does not ordinarily operate bus service for students as they are responsible for their own transportation to and from the school. However, Rivertree students who live in the Robbinsdale school district may request bus transportation from the district and the district is obligated to provide this transportation. To date this has not occurred. Rivertree also occasionally contracts for bus transportation for school field trips. Rivertree has indicated that a second campus could be established in another city, and if that happens, they may desire a shuttle bus to operate between the two campuses. Staff recommends a condition of approval for this expansion to address potential issues with bus transportation. The applicant has indicated that they anticipate holding two annual special events which will require additional parking for the school:  An outdoor festival in June in which attendance could be up to 450 persons (approximately 100 vehicles). This event is held in the parking lot, which creates a need for parking to occur on public streets. Within the neighborhood, there are “no parking” signs located on the west side of Welcome Avenue.  An indoor event in December in which parking would be need ed for approximately 30 vehicles. This parking can be accommodated in the parking lot.  Stormwater management and erosion control measures. The applicant has provided a stormwater management plan, which provides for a stormwater infiltration basin in front of the proposed building. The stormwater plan meets the city’s requirements. During building construction, the city will require erosion control techniques to be used on-site including silt fences, inlet protection, rock construction entrance, and erosion control blankets. The applicant is required to have the Bassett Creek Watershed Management Commission review and approve the erosion control plan and this has been made a condition of approval of the CUP and PD site plan.  Access and circulation. The city’s Public Works Director and the West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks.  Building elevations. The proposed major exterior building material is brick veneer, with larger glazed area accents. These materials meet the city’s requirements. A color rending of the proposed building is attachment G. 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 4 OF 7  Landscaping. The landscape plan shows five existing trees to be removed to accommodate the proposed building. The site plan calls for 20 new trees to be planted: “white pine”, “quaking aspen”, “pinnacle birch”, “skinny genes oak”, “sentry linden” and “swamp white oak”. The applicant proposes to plant nine varieties of shrubs, including those that will screen the proposed building foundation from street view.  Screening. There is an existing dumpster enclosure on the property. The only ground mechanical equipment is a transformer behind the proposed building that will be screened with landscaping.  Exterior Lighting. The site plans shows the addition of one new light pole. This lighting meets the city’s requirements.  Pedestrian connections. There is an existing sidewalk along Vera Cruz that allows for pedestrian connections to the new building. Pedestrian access will be provided from the rear of the proposed building to the parking lot. C. REZONING TO PD The applicant is requesting that the school properties be rezoned to Planned Development (PD), which allows some flexibility in zoning requirements when planning campus-type land uses. The main reason for the rezoning request is to allow more than one principal building on the property, which is not allowed in the R-1 district. The minimum lot size for a PD is 2 acres and the school’s properties meets that requirement. D. CONDITIONAL USE PERMIT CRITERIA The applicant is proposing to amend the CUP that was approved by the City Council in 2012. The following are the relevant criteria in city code section 510.19 for approval of CUPs. (a) The proposed use has been approved as a conditional use in the zoning district for which it is proposed. Findings: Elementary and secondary schools are a conditional use in the Low Density Residential (R-1) zoning district. (b) The conditional use will be in accordance with the general objectives, or with any specific objective, of the city’s comprehensive plan and this UDC . Findings: On the 2030 Planned Land Use map, the properties are guided as Public Institutional (this classification was renamed to Institutional in the proposed 2040 plan). The existing school use is in conformance with this land use designation. (c) The conditional use will be designed, constructed, operated, and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity and that such use will not change the essential character of the same area. Findings: The school use now exists harmoniously within the surrounding residential neighborhood. The addition of a classroom building is not 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 5 OF 7 expected to change the character of the area, especially since parking is adequately provided for and the proposed building faces Highway 100 rather than the neighboring homes. (d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently addressed to mitigate negative impacts on nearby uses. Findings: The proposed classroom building will not generate unusual noise impacts, nor will the weekday hours of operation be disruptive for this residential area. (e) Parking is adequately provided for the proposed conditional use. Findings: As described in section B, above, parking is adequately provided for the existing and proposed buildings. (f) In the approval of a conditional use permit, the city council may impose such conditions as it determines is necessary to make the use compatible with other uses allowed in the same district zone or vicinity. Findings: The proposed conditions of approval for the CUP are found in section E of this staff report. E. REQUESTED ACTION At the March 11, 2019 Planning Commission meeting, the Commission recommended by a vote of nine to zero that the City Council approve the rezoning to Planned Development and the amendment to the conditional use permit, both for the expansion of Rivertree School at 3733 Vera Cruz Avenue North, with the following conditions: 1. Site Plan. The development shall be constructed according to the site plan in Attachment G. Prior to disturbing the site, the applicant shall: a. Receive approval by the City Council of lot consolidation and easement vacation applications to combine the applicant’s four properties at 3701, 3709, 3733 Vera Cruz and 3708 Welcome Avenue into one parcel, vacate alley and drainage and utility easements, and provide new easements on the final plat document. b. Submit an erosion control plan to the Bassett Creek Watershed Management Commission for their review and approval. c. Sign a site improvement agreement with the city to guarantee installation of the landscaping plan. 2. Limit to Student Enrollment. With this CUP and Planned Development approval, Rivertree school is limited to 210 students. If additional students are desired, Rivertree shall apply to the city for an amendment to this CUP and PD site plan. 3. Initial CUP Conditions. The approval conditions from the 2012 CUP are replaced by the following: a. Rivertree School may lease the sanctuary and other parts of the building to a church as a secondary, non-concurrent use. Adequate parking shall be provided for this secondary use. Simultaneous use of 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 6 OF 7 the subject property for the school and a church is not proposed by the applicant and is not allowed under these approvals due to limited off- street parking. b. Daily bus transportation of students is not contemplated and bus loading areas are not identified on the site plan. Therefore student transportation to and from the school shall mainly be by privately- owned vehicles, with the following exceptions: i. Rivertree students who live in the Robbinsdale school district may receive bus transportation provided by the district. ii. Rivertree may provide transportation for occasional student field trips. iii. If Rivertree desires to incorporate a shuttle bus service from another Rivertree campus as part of their student transportation plan, the school shall submit a pick up and drop off plan for city staff review and approval. City staff will monitor these exceptions to determine the impacts to neighborhood traffic and may require an amendment to the PD site plan and CUP to mitigate those impacts. c. Because the Rivertree property is embedded within a single-family residential neighborhood, hours of operation shall be no earlier than 6:00 a.m. and no later than 10:00 p.m. 4. Building Permit. The Applicant shall apply for a building permit for the proposed building within one year from the date of City Council decision. The applicant may request a one-year extension from the City Council of this deadline date if the request is made in writing no later than February 11, 2020. 5. Compliance. This conditional use permit is subject to the applicable requirements of the Crystal city code, and the applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances, and is required to obtain such other permits and permissions as may be required. 6. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this conditional use permit shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 7. Revocation. The violation of any terms or conditions of this conditional use permit including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 8. Binding Effect. This conditional use permit, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit shall also be the obligations of the current and any subsequent owners of the property. 6.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 7 OF 7 9. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit without qualification, reservation, or exception. The following two City Council actions are requested: 1. City Council first reading of the ordinance in attachment H rezoning Rivertree School’s property to Planned Development. 2. Motion to approve the proposed resolution (Attachment I) which amends a previously approved conditional use permit and allows for an expansion of the Rivertree School. 6.2 Hennepin County Locate & Notify Map 3733 Vera Cruz Ave N3708 Welcome3709 Vera Cruz3701 Vera Cruz 0 200 400100 Feet Date: 2/12/2019 Buffer Size:500Map Comments: This data (i) is furnished 'AS IS' with no representation as tocompleteness or accuracy; (ii) is furnished with no warranty of anykind; and (iii) is notsuitable for legal, engineering or surveyingpurposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. For more information, contact Hennepin County GIS Office300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us Attachment A 6.2 kayCounty Road 156County Road 9CountyRoad10B o ttin e a u B o u le v a rd N o r th CountyRoad9County Road 70County Road 102StateHighway100BassLakeR56C o u n ty R o ad8CountyRoad10ZenithAvenueNorthcineStateHighway169Co u n t y R o a d 1 5 2 ADAIR AVE 41ST AVEBRUNSWICK AVECOLORADO AVE BRUNSWICK AVE ADAIR AVE ZANE AVE YATES AVE XENIA AVE WELCOME AVE 38TH AVE39TH AVEADAIR AVEDOUGLAS DRDOUGLAS DRDOUGLAS DRGEORGIA AVEFLORIDA AVEEDGEWOOD AVE40TH AVE39TH AVE37TH AVEMARKWOOD DRGEORGIAFLORIDA GEORGIA AVE N36TH AVEGEORGIA AVEFLORIDA EDGEWO OD AVE FLORIDA AVEDOUGLAS DR34TH AVEZANE AVE36TH AVEXENIA AVEWELCOME AVEYATESZANE AVEAVE35THADAIR AVEBRUNSWICK AVE35TH AVE N34TH AVE N35TH AVE 36TH AVE 35TH AVE 34TH PL REGENT AVE QUAIL AVE PERRY AVE N ORCHARD AVE N MAJOR AVE LEE AVE AVE KYLE NOBLE AVE hideLocation: Rivertree School SiteCrystal, MinnesotaBase DistrictsZONEC-1I-1R-1R-2R-3Water BodiesOverlay DistrictsPlanned Development Overlay Floodplain OverlayCity of Crystal Community Development Department4141 Douglas Drive North, Crystal, MN 55422-1696763-531-1142, www.crystalmn.govDisclaimer:The Official Zoning Map is subject to change by action of the Crystal City Council. Any disagreement(s) or inconsistencies between this map and an ordinance adoptedby the city council, the ordinance shall prevail.Official Zoning District Map, Crystal, MinnesotaWe the undersigned certify that this is the Official Zoning Map,adopted by Crystal City Council on MONTH DAY YEAR_____________ _____________________Date Jim Adams, Mayor_____________ _____________________ Date Chrissy Serres, City ClerkDate: 2/12/20193701, 09, 33 Vera Cruz Ave N.& 3708 Welcome Ave N.Site Location00.10.2Miles´0¼½¾1Miles4141 Douglas Dr.Crystal, MN55422763-531-1000StateTrunkHighway100 Attachment B6.2 Site LocaƟ on6.2 4141 Douglas Drive North• Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.ci.crystal.mn.us June 5, 2012 Via email to rnelson@rivertreeschool.org and tpeterson@station19.com Bethany Russian Baptist Church 3733 Vera Cruz Ave N Crystal MN 55422 Subject: 3733 Vera Cruz Avenue North Special Land Use Application 2012-02 (RiverTree School) On June 5, 2012 the City Council approved a Conditional Use Permit for RiverTree School subject to the following conditions: 1.RiverTree School may lease the church sanctuary and other parts of the building to a church as a secondary, non-concurrent use. Simultaneous use of the subject property for the school and a church is not proposed by the applicant and is not allowed under this CUP due to limited off-street parking. 2.Special events and gatherings which are accessory and subordinate to RiverTree School or its non-concurrent church tenant are permitted if they are an integral part of those users' operations and programming. Other than the closure of the south part of the parking lot during the school day as shown on the site plan, the parking lot shall not be closed off or used for non-parking purposes or special events. The building or site shall not be rented out or otherwise made available to other users, for example, as a general meeting hall or community center, because the site is embedded in a single family residential neighborhood and it is not appropriately located for such use. 3.All motor vehicle parking shall be accommodated on the subject property in accordance with Section 515.17. The existing parking lot has 112 spaces. ■Based on Subd. 5 e) and f), the school must have at least 51 spaces (24 for K-9 and 27 for 10-12). ■Based on Subd. 5 g), which requires 4 spaces plus 1 space per 3 seats, the non­ concurrent church use could have up to 324 seats in the sanctuary provided that no other rooms are being used at the same time as worship services. If there are other rooms being used, and spillover parking onto adjacent public streets or private property occurs, then seating in the sanctuary must be reduced to bring parking demand back in line with the available off-street spaces. PAGE 1 OF 2 Attachment D 6.2 6.2 Attachment E 6.2 Attachment F 6.2 Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE 2/28/2019 1:25:04 PM C:\Revit Projects\31626-18143 RIVER TREE SCHOOL - R18 - WORKSHARED_rlister.rvt A0.1 TITLE SHEET RL SM 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 SHEET INDEX SHEET NUMBER SHEET NAME CITY SUBMITTAL 02/12/19CITY RESUBMITTAL 02/28/19GENERAL A0.1 TITLE SHEET ✖ ✖ CIVIL - CERTIFICATE OF SURVEY ✖ ✖ C100 GENERAL NOTES ✖ ✖ C200 TREE INVENTORY AND PRESERVATION PLAN ✖ ✖ C201 DEMO PLAN ✖ ✖ C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 ✖ ✖ C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 ✖ ✖ C302 EROSION AND SEDIMENT CONTROL DETAILS ✖ ✖ C400 SITE PLAN ✖ ✖ C401 SITE DETAILS ✖ ✖ C500 GRADING AND DRAINAGE PLAN ✖ ✖ C600 UTILITY PLAN ✖ ✖ C601 GRADING AND UTILITY DETAILS ✖ ✖ EX 1 ROW AND EASEMENT VACATION EXHIBIT ✖ EX 2 PROPOSED PROPERTY AND EASEMENT EXHIBIT ✖ LANDSCAPE L100 LANDSCAPE PLAN ✖ L101 LANDSCAPE DETAILS ✖ ARCHITECTURAL A1.0 SCHEMATIC FLOOR PLAN AND SCHEMATIC EXTERIOR ELEVATIONS ✖ ✖ ELECTRICAL E1.0 PHOTOMETRIC SHEET ✖ PROJECT DIRECTORY OWNER RiverTree School 3733 Vera Cruz Avenue North Crystal, MN 55422 Contact: Rodney Nelson ARCHITECT Pope Architects 1295 Bandana Boulevard N, Suite 200 St. Paul, MN 55108 Contact: Raphael Lister Phone: (651) 789-1638 rlister@popearch.com CIVIL LANDSCAPE STRUCTURAL MECHANICAL ELECTRICAL GENERAL CONTRACTOR Kimley-Horn 767 N. Eustis Street (Suite 100) St. Paul, Minnesota 55114 Contact: Mitchell Cookas Phone: (612) 294-7250 Mitchell.Cookas@kimley-horn.com Kimley-Horn 767 N. Eustis Street (Suite 100) St. Paul, Minnesota 55114 Contact: Mitchell Cookas Phone: (612) 294-7250 Mitchell.Cookas@kimley-horn.com Gardner Builders 730 Second Avenue South (Suite 1233) Minneapolis, MN 55402 Contact: Norman Shroeder Phone: (612) 231-0668 norms@gardner-builders.com DESIGN BUILD TBD DESIGN BUILD TBD Innovative STructural Solutions 5279 Kyler Avenue NE Albertville, MN 55301 Contact: Rob Hutchinson Phone: (763) 425-9960 RHutchinson@isseng.com NORTH LOCATION MAP SITE LOCATION: RIVERTREE SCHOOL EXPANSION3733 VERA CRUZ AVE N CRYSTAL, MN 55422 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 CITY SUBMITTAL 02/12/19 COMMERCIAL KITCHEN Culinex 311 4th Ave S (PO Box 365) Sartell, Minnesota 56377 Contact: Dennis Hahn Phone: (320) 259-6557 dhahn@GoCulinex.com 02/28/19CITY RESUBMITTAL Attachment G 6.2 6.2 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER, STORM SEWER, & SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CRYSTAL AND MN/DOT SPECIFICATIONS. 18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF CRYSTAL ENGINEERING DIVISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. REFER TO GEOTECHNICAL REPORT NO. 20-20805 AMERICAN ENGINEERING TESTING, INC. DATED JANUARY 30, 2019 C100 GENERAL NOTES 6.2 VEST PROPOSED SCHOOL EXPANSION 10,400 S.F. FFE=879.00 INFILTRATION BASIN 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. 4510 4518 4508 4501 4502 4503 4504 4505 4506 4507 4513 4512 4511 4515 4517 4516 4514 NO TAG 2 4509 A B C C C D D 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652202/12/2019DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. MGC RAH WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 LIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE 5' PAST THE TREE'S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS 5' PAST DRIP LINE 12-17" TREE REMOVAL: 3 TREES 18-23" TREE REMOVAL: 1 TREES 24-35" TREE REMOVAL: 1 TREES TREE MITIGATION DATA 1. PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2. NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CON ACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4. EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5. TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES TEMPORARY TREE PROTECTION FENCE PLACEMENT SCALE: N.T.S.C2001 KEYNOTE LEGEND EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE TO BE REMOVED (TYP.) LIMITS OF CONSTRUCTION (TYP.) TREE PROTECTION FENCE (SEE DETAIL) (TYP.) A B C D TREE PROTECTION FENCE NOTE: ONLY SIGNIFICANT TREES IN THE SUBJECT PROPERTY SHOWN ON PLAN/ INVENTORY. EXISTING VEGETATION EDGE NORTH12-17" TREE REMOVAL: 3 REPLACEMENT TREES= (3 TREES REMOVED * 1) 18-23" TREE REMOVAL: 3 REPLACEMENT TREES= (1 TREES REMOVED * 3) 24-35" TREE REMOVAL: 6 REPLACEMENT TREES= (1 TREES REMOVED * 6) TOTAL REPLACEMENT REQUIRED: 12 REPLACEMENT TREES TREE REPLACEMENT REQUIRED TAG SPECIES DIA COND NOTES RETAIN/ REMOVE 4501 Ash, Green 17 Fair Retain 4502 Ash, Green 15 Poor Retain 4503 Ash, Green 19 Good Retain 4504 Ash, Green 20 Good Retain 4505 Ash, Green 19 Good Retain 4506 Ash, Green 23 Good Retain 4507 Ash, Green 13 Good Retain 4508 Ash, Green 21 Good Retain 4509 Honeylocust 16 Good Retain 4510 Honeylocust 20 Good Retain no tag 2 Oak, Bur 26 Good on 3717 Vera Cruz, so no tag Retain 4511 Oak, Bur 25 Fair Retain 4512 Oak, Bur 29 Fair Retain 4513 Oak, Bur 15 Poor Retain 4514 Walnut 15 Good Remove 4515 Honeylocust 18 Good Remove 4516 Maple,Silver 24 Fair 2 stem tree (12"+12" plus 6 smaller stems)Remove 4517 Spruce, White 15 Good Remove 4518 Spruce, White 16 Good Remove C200 TREE INVENTORY AND PRESERVATION PLAN 6.2 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N.LIGHTPOLECONCRETE CURB & GUTTER CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTERSANITARYMANHOLERIM=876.69INV N&S=864.19POWERPOLEPOWERPOLEEXISTINGHOUSEDECKEXISTING HOUSE EXISTING HOUSESHEDON SKIDEXISTING BUILDING CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTER BITUMINOUS EDGEBITUMINOUS EDGEBITUMINOUS EDGE EXISTINGHOUSECURBCUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTGASMETERGASMETERGASMETERAIR CONDITIONINGUNIT ENCLOSUREEXISTING TIMBER RETAINING WALLSEXISTING BLOCK RETAINING WALLSEXISTING BLOCK RETAINING WALLLIGHTPOLESIGNAIR CONDITIONING UNITSEXISTING TIMBER RETAINING WALL 15155 5555 5 555 5 5 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENTSANITARYMANHOLERIM=876.23INV N&S=864.68INV N=867.78SANITARYMANHOLERIM=874.67INV=866.1715SEWER EASEMENT PER DOC. NO. 483569 SEWER EASEMENT PER DOC. NO. 667515 SEWER EASEMENT PER DOC. NO. 6675151515PREVIOUS USE ONSITE INCLUDES A ± 800 SF RESIDENTIAL HOME AND ± 450 SF GARAGE. CONTRACTOR TO ENSURE ALL FOOTINGS, FOUNDATIONS AND ALL UTILITIES ARE REMOVED. NOTE TO CONTRACTOR D A A A A A B C C C C C D E E E G H F I K K K K KEXISTING STORM SEWER EXISTING BUILDING, FOOTINGS AND FOUNDATIONS, AND ALL UTILITY SERVICES TO BE REMOVED BY CONTRACTOR AT TIME OF CONSTRUCTION EXISTING 8" CIP WATERMAIN EXISTING GAS LINE EXISTING 8" VCP SANITARY SEWER EXISTING 12" RCP STORM SEWER K EXISTING 18" RCP STORM SEWER EXISTING 12" RCP STORM SEWER L (TYP.) O(TYP.) LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY K EXISTING OVERHEAD POWER EXISTING PUBLIC ALLEY TO BE VACATED EXISTING PROPERTY LINE TO BE VACATED L L M M N K N M LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY EXISTING PUBLIC ALLEY TO BE VACATED N N D J E D EXISTING LANDSCAPING PLANTINGS AND MATERIALS TO BE REMOVED AND REPLACED PER EXISTING CONDITION O (TYP.) O (TYP.)K EXISTING GAS LINE D P P 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH CRYSTAL, HENNEPIN COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF CRYSTAL DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 18. ALL TREES NOT MARKED TO BE REMOVED ARE TO BE PROTECTED BY CONTRACTOR AND SHALL REMAIN IN PLACE. 19. SEE GEOTECH REPORT PREPARED BY AMERICAN ENGINEERING TESTING, INC. DATED JANUARY 30, 2019 FOR ANY POTENTIAL ENVIRONMENTAL CONCERNS AND REGULATIONS. DEMOLITION PLAN NOTES KEYNOTE LEGEND FULL DEPTH SAW CUT REMOVE EXISTING FLAG POLE REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE CURB AND GUTTER REMOVE EXISTING TREE REMOVE EXISTING GAS LINE REMOVE EXISTING OVERHEAD POWER LINE; COORDINATE WITH XCEL ENERGY REMOVE EXISTING GAS METER REMOVE CURB STOP PROTECT IN PLACE EXISTING UTILITY PROTECT IN PLACE EXISTING UTILITY POLE PROTECT IN PLACE EXISTING UTILITY STRUCTURE CLEARING & GRUBBING EXISTING TREE TO REMAIN PROTECT IN PLACE BRICK STRUCTURE A B C D E F G H I J K L M N O P LIMITS OF DISTURBANCE REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING GATE VALVE EXISTING HYDRANT EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING SANITARY MANHOLE NORTHC201 DEMO PLAN 6.2 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTEREXISTINGHOUSEDECK EXISTING HOUSE EXISTING HOUSESHEDON SKIDEXISTING BUILDING CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTER BITUMINOUS EDGEBITUMINOUS EDGEBITUMINOUS EDGE EXISTINGHOUSECURBCUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTAIR CONDITIONINGUNIT ENCLOSUREEXISTING TIMBER RETAINING WALLSEXISTING BLOCK RETAINING WALLSEXISTING BLOCK RETAINING WALLSIGNAIR CONDITIONING UNITSEXISTING TIMBER RETAINING WALL 15155 555 55 5 5 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT15SEWER EASEMENT PER DOC. NO. 483569 SEWER EASEMENT PER DOC. NO. 667515 SEWER EASEMENT PER DOC. NO. 6675151515 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. CONCRETE CURB & GUTTER CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTEREXISTINGHOUSEDECK EXISTING HOUSE EXISTING HOUSESHEDON SKIDEXISTING BUILDING CONCRETE CURB & GUTTER CONCRETE CURB & GUTTERCONCRETE CURB & GUTTER CONCRETE CURB & GUTTER BITUMINOUS EDGEBITUMINOUS EDGEBITUMINOUS EDGE EXISTINGHOUSECURBCUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTDOWNSPOUTAIR CONDITIONINGUNIT ENCLOSUREEXISTING TIMBER RETAINING WALLSEXISTING BLOCK RETAINING WALLSEXISTING BLOCK RETAINING WALLSIGNAIR CONDITIONING UNITSEXISTING TIMBER RETAINING WALL 15155 555 55 5 5 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT15SEWER EASEMENT PER DOC. NO. 483569 SEWER EASEMENT PER DOC. NO. 667515 SEWER EASEMENT PER DOC. NO. 6675151515A F A F A LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY D C D C E E E E E B D F A LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY D64B 1.90%3.78%0.76%1.16 %2.52%1.87 % 0.68% 3.81% 2 . 1 3%3.22%12.74%6.69%AF F A 875 875 875875875875 880 880 880 872 872 873 874 874874876876 876 876 877877 877 878 878 878 878878 87 9 879 877 878 879 8 75 8 7 48758728 7 3 874 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 NORTHEROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF CRYSTAL GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND KEYNOTE LEGEND SILT FENCE ROCK ENTRANCE ROCKSOCK BIOROLL INLET PROTECTION LIMITS OF DISTURBANCE A B C D E F ROCKSOCK URBAN LAND-HUBBARD COMPLEXD64B C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 PROPERTY AREA SUMMARY TOTAL DISTURBED AREA 30,584 SF (0.70 AC) EXISTING IMPERVIOUS AREA 5,998 SF (0.14 AC) EXISTING PERVIOUS AREA 24,586 SF (0.56 AC) PROPOSED IMPERVIOUS AREA 15,942 SF (0.37AC) PROPOSED PERVIOUS AREA 14,642 SF (0.33 AC) BASSETT CREEK WATERSHED MANAGEMENT COMMISSION NOTES 1. SILT FENCES OR OTHER SEDIMENT CONTROL FEATURES SHALL BE PLACES ALONG THE TOE OF THE SLOPES THAT HAVE A GRADE OF 3 TO 10 PERCENT AND ARE LESS THAN 200 FEET LONG FROM TOP TO TOE. THESE FENCES SHALL BE SUPPORTED BY STURDY METAL OR WOODEN POSTS AT INTERVALS OF 6 FEET OR LESS. 2. FLOW LENGTHS UP-SLOPE FROM EACH SILT FENCE SHALL NOT EXCEED 200 FEET FOR SLOPES THAT HAVE A GRADE OF 3 TO 10 PERCENT. 3. SEDIMENT CONTROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EFFECTIVE CONSTRUCTION SITE SEDIMENT CONTROL. 4. SILT FENCES, SILT SOCKS, OR APPROVED INLET PROTECTION DEVICES MUST BE INSTALLED AT OR AROUND EACH CATCH BASIN INLET ON THE SITE. THIS BARRIER MUST REMAIN IN PLACE UNTIL PAVEMENT SURFACES HAVE BEEN INSTALLED AND/OR FINAL TURF ESTABLISHMENT HAS BEEN ACHIEVED. 5. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY INSTALLING ROCK CONSTRUCTION ENTRANCES, RUMBLE STRIPS (MUD MATS), WOOD CHIPS, WASH RACK, OR EQUIVALENT SYSTEMS AT EACH SITE ACCESS. ROCK CONSTRUCTION ENTRANCE MUST HAVE A MINIMUM HEIGHT OF 6 INCHES ABOVE THE ADJACENT ROADWAY AND A WASH-OFF BERM WITH A MINIMUM HEIGHT OF 2 FEET ABOVE THE ADJACENT ROADWAY AND WITH AMAXIMUM SIDE SLOPES OF 4:1. AN ALLOWABLE ALTERNATIVE TO THE WASH-OFF BERM IS TO INSTALL MUD MATS ACROSS THE ENTIRE WIDTH OF THE ROCK CONSTRUCTION ENTRANCE, OVER AT LEAST 50% OF THE LENGTH OF THE ROCK CONSTRUCTION ENTRANCE, AND CENTRALLY PLACED WITHIN THE TOTAL LENGTH OF THE ROCK CONSTRUCTION ENTRANCE. 6. SOILS TRACKED FROM THE SITE MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY THROUGHOUT THE DURATION OF CONSTRUCTION. 7. PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS-SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. 6.2 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. VEST 878 877 879 879 8 78 877876878 877 878 877 876 8758752.95%4.96%5.71%1.68%1.86%9.38%3:13:1 879PROPOSED SCHOOL EXPANSION 10,400 SF FFE: 879.00875875 875875875 875 872 872 873 873 873873873 8 7 3 8 7 4 874874874876876 876 876877877 877 8788788 7 8 87887987 5 880 880 874 877 877 878 879B A F A F A LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY D C D C E E E E E D F A LIMITS OF DISTURBANCE OFFSET FROM PROPERTY LINE FOR CLARITY AF F A G G 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 NORTHROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET KEYNOTE LEGEND SILT FENCE ROCK ENTRANCE ROCKSOCK BIOROLL INLET PROTECTION LIMITS OF DISTURBANCE EROSION CONTROL BLANKET A B C D E F G ROCKSOCK C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF CRYSTAL GRADING PERMIT. SEQUENCE OF CONSTRUCTION: BASSETT CREEK WATERSHED MANAGEMENT COMMISSION NOTES 1. SILT FENCES OR OTHER SEDIMENT CONTROL FEATURES SHALL BE PLACES ALONG THE TOE OF THE SLOPES THAT HAVE A GRADE OF 3 TO 10 PERCENT AND ARE LESS THAN 200 FEET LONG FROM TOP TO TOE. THESE FENCES SHALL BE SUPPORTED BY STURDY METAL OR WOODEN POSTS AT INTERVALS OF 6 FEET OR LESS. 2. FLOW LENGTHS UP-SLOPE FROM EACH SILT FENCE SHALL NOT EXCEED 200 FEET FOR SLOPES THAT HAVE A GRADE OF 3 TO 10 PERCENT. 3. SEDIMENT CONTROL LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EFFECTIVE CONSTRUCTION SITE SEDIMENT CONTROL. 4. SILT FENCES, SILT SOCKS, OR APPROVED INLET PROTECTION DEVICES MUST BE INSTALLED AT OR AROUND EACH CATCH BASIN INLET ON THE SITE. THIS BARRIER MUST REMAIN IN PLACE UNTIL PAVEMENT SURFACES HAVE BEEN INSTALLED AND/OR FINAL TURF ESTABLISHMENT HAS BEEN ACHIEVED. 5. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY INSTALLING ROCK CONSTRUCTION ENTRANCES, RUMBLE STRIPS (MUD MATS), WOOD CHIPS, WASH RACK, OR EQUIVALENT SYSTEMS AT EACH SITE ACCESS. ROCK CONSTRUCTION ENTRANCE MUST HAVE A MINIMUM HEIGHT OF 6 INCHES ABOVE THE ADJACENT ROADWAY AND A WASH-OFF BERM WITH A MINIMUM HEIGHT OF 2 FEET ABOVE THE ADJACENT ROADWAY AND WITH AMAXIMUM SIDE SLOPES OF 4:1. AN ALLOWABLE ALTERNATIVE TO THE WASH-OFF BERM IS TO INSTALL MUD MATS ACROSS THE ENTIRE WIDTH OF THE ROCK CONSTRUCTION ENTRANCE, OVER AT LEAST 50% OF THE LENGTH OF THE ROCK CONSTRUCTION ENTRANCE, AND CENTRALLY PLACED WITHIN THE TOTAL LENGTH OF THE ROCK CONSTRUCTION ENTRANCE. 6. SOILS TRACKED FROM THE SITE MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY THROUGHOUT THE DURATION OF CONSTRUCTION. 7. PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS-SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. PROPERTY AREA SUMMARY TOTAL DISTURBED AREA 30,584 SF (0.70 AC) EXISTING IMPERVIOUS AREA 5,998 SF (0.14 AC) EXISTING PERVIOUS AREA 24,586 SF (0.56 AC) PROPOSED IMPERVIOUS AREA 15,942 SF (0.37AC) PROPOSED PERVIOUS AREA 14,642 SF (0.33 AC) 6.2 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 ROCK SOCK DETAIL ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE. FL O W BIO-ROLL BLANKET SYSTEM STRAW OR WOOD FIBER 6"-7''DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING 1POINT ''B'' 4''X4'' TRENCH BACKFILLED OVER EROSION CONTROL BLANKET CATEGORY 3 EROSION CONTROL BLANKET 12' M I N I M U M BL A N K E T S M U S T O V E R L A P B Y 4 ' ' FL O W POINT ''A'' EROSION CONTROL BLANKET 3' LEVEL (MIN.) 4" OVERLAP FOLD UNDER 6" ANCHOR SLOT ALTERNATIVE 1' SPACING ON STAPLES NOTE: REFER TO BASSETT CREEK WATERSHED MANAGEMENT COMMISSION NOTES ON SHEETS C300 EROSION AND SEDIMENT CONTROL PHASE 1 AND C301 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS 6.2 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. VEST 30.0'10.0' 10.0' 27.3'30.0'10.7' BUILDING ENTRANCE 42.6' 13.3' 6.0'30.0'5.0'5.0' SIX - 6.5" STEPS REFER TO ARCHITECTURAL AND STRUCTURAL PLANS PROPOSED RAILING REFER TO ARCHITECTURAL PLANS B612 OUTFALL CURB AND GUTTER (TYP.)STUDENT DROP-OFF ZONE PROPOSED RAMP EXISTING TREE (TYP.) 6.5' 5.6' 6.3' BITUMINOUS PATCH FOR UTILITY CONNECTION; MATCH EXISTING PAVEMENT SECTION PROPOSED B612 CURB AND GUTTER LIMITS OF DISTURBANCE 12.7' OUTDOOR TERRACE BUILDING ENTRANCE 4.0' PROPOSED RAILING REFER TO ARCHITECTURAL PLANS30.0'10.0' 8.0'6.9'EXISTING RIVER TREE SCHOOL AND CHURCH BUILDING PROPOSED ADA PARKING; RESTRIPE RESTRIPE ADA PARKING AREA WITHIN LIMITS OF DISTURBANCE 9.0'4.0'5.0' 30' BUILDING SETBACK 30' BUILDING SETBACK 10' BUILDING SETBACK 10' BUILDING SETBACK PROPOSED ADA RAMP PROPOSED ADA PARKING; RESTRIPE PROPOSED B612 OUTFALL CURB AND GUTTER PROPOSED ADA PARKING; RESTRIPE PROPOSED B612 OUTFALL CURB AND GUTTER PROPOSED 'ADA PARKING' SIGN PROPOSED 'NO PARKING' SIGN PROPOSED 'ADA PARKING' SIGN PROPOSED 'NO PARKING' SIGN PROPOSED FENCE, TYP. PROPOSED SCHOOL EXPANSION 10,400 SF FFE: 879.00 PROPOSED MODULAR BLOCK WALL141.9'19.0' PROPERTY AREA SUMMARY TOTAL RE-PLATTED COMBINED PROPERTY AREA 86,376 SF (1.98 AC) TOTAL DISTURBED AREA 30,584 SF (0.70 AC) EXISTING IMPERVIOUS AREA 5,998 SF (0.14 AC) EXISTING PERVIOUS AREA 24,586 SF (0.56 AC) PROPOSED IMPERVIOUS AREA 15,942 SF (0.37AC) PROPOSED PERVIOUS AREA 14,642 SF (0.33 AC) PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND NORTHSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 5' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 8.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 9.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 10.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 11.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 12.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 13.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 14.ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 15.ALL CONSTRUCTION SHALL BE COMPLETED WITHIN CITY APPROVED WORKING HOURS. PARKING SUMMARY EXISTING PARKING 102 STALLS EXISTING ADA PARKING 5 STALLS REQUIRED PARKING 70 STALLS 3733 VERA CRUZ BUILDING (K-8 GRADE STUDENTS)28 STALLS* PROPOSED BUILDING (9-12 GRADE STUDENTS)42 STALLS* PROPOSED PARKING 102 STALLS PROPOSED ADA PARKING 5 STALLS PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LIMITS OF DISTURBANCE 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 C400 SITE PLAN ZONING SUMMARY EXISTING ZONING R1 PROPOSED ZONING PD (PLANNED DEVELOPMENT) BUILDING SETBACKS FRONT:30 FEET SIDE:5 FEET REAR:30 FEET CORNER SIDE:10 FEET * REQUIRED PARKING CALCULATIONS: 3733 VERA CRUZ AVE (K-8 GRADE STUDENTS) - - 10 SPACES (BASE) - 14 CLASSROOMS (14 SPACES) - 144 STUDENTS (4 SPACES) TOTAL = 28 SPACES PROPOSED BUILDING (9-12 GRADE STUDENTS) - - 4 SPACES (BASE) - 6 CLASSROOMS (6 SPACES) - 64 STUDENTS (32 SPACES) TOTAL = 42 SPACES TOTAL REQUIRED PARKING SPACES = 70 SPACES 6.2 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 TR A N S I T I O N LE N G T H V A R I E S SE E P L A N 26" CURB TAPER B618 CURB AND GUTTER 45° 2.0' N.T.S. ACCESSIBLE PARKING STALL LAYOUT CENTER SIGN ON STALL FACE OF CURB OR PAVEMENT MARKING PAINTED WHITE 4" STRIPE @ 45° PAINTED WHITE 9.0' TYPICAL 9.0' TYPICAL SEE PLAN (18' TYPICAL)PER PLANSEE PLAN NO PARKING 4" LETTERING NO PARKING PAINT "NO PARKING" 3500 P.S.I. GROUND/PAVING P.C. CONCRETE SURFACE OF CONCRETE SLOPE TOP ACCESSIBLE VAN PENALTY SIGN WITH WORDING LOCAL LAW AS REQUIRED BY STATE OR RESERVED PARKING USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED WITH BLACK IDEAL SHIELD ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 48" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. SINGLE POST SQUARE TUBE GALVANIZED EDGE OF TRAVEL WAYC401 SITE DETAILS 6.2 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. VEST 879.00 879.00 878.55 878.88 879.00 878.88 879.00 878.88 878.83 ME:877.03 ME:877.01 879.00 879.00 878.89 878.89 878.77 875.65 875.52 876.51 876.88 876.91 876.84 876.52 876.47 875.54 874.63 874.98 875.17 875.26 ME:874.63 LIMITS OF DISTURBANCE INFILTRATION BASIN BASIN IE: 875.00 WATER QUALITY VOLUME IE: 877.55 100- YEAR HIGH WATER LEVEL: 877.92 TOP OF BASIN: 878.00 TOTAL STORAGE: 3,079 CF PROPOSED SCHOOL EXPANSION 10,400 SF FFE: 879.00 8 7 6 8778 7 8 876875 876 877 877 878878875875875 880 880 8 8 0876 876 876 8778 7 7 877 878 878 878878878 87987 9874 874872 872 873 874 874 SIX - 6.5" STEPS 879.00 878.93 878.91 878.56 878.56 879880879.00 879.00 875.44 1.44%1.80%1.80%1.75%4.70%2.24%1.80%ME:876.57 ME:876.55 OVERFLOW: 877.55 EXISTING STORM SEWER EXISTING 18" RCP STORM SEWER EXISTING 12" RCP STORM SEWER EXISTING 18" RCP STORM SEWER 51LF - PERFORATED STORM SEWER PROPOSED AREA DRAIN 2' SUMP IE: 872.55 EX STRM CB CONNECT TO EXISTING STORM CATCH BASIN IE (NE): 871.16 IE (E): 872.04 IE (SE): 872.04 161LF - 12" PERFORATED PVC STORM SEWER PROPOSED AREA DRAIN 2' SUMP RIM: 878.88 IE: 874.02 PROPOSED CLEAN OUT EXISTING 15" RCP STORM SEWER EXISTING 12" RCP STORM SEWER EXISTING 12" RCP STORM SEWER EXISTING 12" RCP STORM SEWER STRM/ GAS CROSSING; MAINTAIN MIN 1.5' SEPARATION PROPOSED STRM MH 100 CONNECT TO EXISTING STORM AT PROPOSED STRUCTURE IE (S): 872.50 IE (E, W): ±869.72 PROPOSED AREA DRAIN 2' SUMP RIM: 878.83 IE: 873.45 11LF - 6" PVC STORM SEWER MATCH EXISTING GRADES, TYP.6.94%5.44%3:1875.48 875.58 BW:876.69 TW:878.87 876.53 876.85 879.00 878.83 878.13 878.50 878.34 878.11 878.25 877.77 PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE 875.28 875.21 TC/BC:874.77 TC/BC:874.84 PROPOSED SPLASH BLOCK AT DOWNSPOUT PROPOSED SPLASH BLOCK AT DOWNSPOUT PROPOSED SPLASH BLOCK AT ROOF DRAIN OUTLET AT BUILDING FACADE; COORD W/MEP AND ARCHITECTURAL 11LF - 6" PVC STORM SEWER 875875 875 872 8738738 7 3 8 7 4 8748748768768 7 7877 878 877 878 879 8 7 5 8 7 5 874 874 876 1.87% 1.12 % CONTRACTOR TO VERIFY LESS THAN 2% CROSS SLOPE IN ANY DIRECTION AT ADA PARKING CONTRACTOR TO VERIFY LESS THAN 2% CROSS SLOPE IN ANY DIRECTION AT ADA PARKING 875.65 BW:876.91878 PROPOSED CLEAN OUT RE: 878.51 IE: 874.11 FFE: 879.00± PROPOSED AREA DRAIN 2' SUMP RIM: 878.94 IE: 874.22 PROPOSED SPLASH BLOCK AT DOWNSPOUT 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 NORTHGRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CRYSTAL, MN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSUITABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" THICK INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP CO D PROPOSED STANDARD DUTY ASPHALT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK C500 GRADING AND DRAINAGE PLAN 6.2 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. VEST 37' LF - 4" SANITARY @ 2.0% EX MH CONNECT TO EXISTING SANITARY SEWER SERVICE IE (N, S): 864.19 IE (W): 866.19 EXISTING 8" CIP WATER MAIN EXISTING 8" VCP SANITARY SEWEREXISTING STORM SEWER EXISTING 18" RCP STORM SEWER PROPOSED STORMWATER MANAGEMENT POND PROPOSED 4" SANITARY SERVICE IE: 865.13 COORD W/MEP EXISTING 12" RCP STORM SEWER EXISTING 18" RCP STORM SEWER PROPOSED SCHOOL EXPANSION 10,400 SF FFE: 879.00 PROPOSED TRANSFORMER PAD COORD W/MEP EXISTING POWER POLE EXISTING OVERHEAD POWER EXISTING POWER POLE EXISTING 15" RCP STORM SEWER EXISTING 12" RCP STORM SEWER EXISTING 12" RCP STORM SEWER 26LF - 6" DIP COMBINED DOMESTIC/ FIRE WATER SERVICE CONNECT TO EXISTING 8" WATER PROVIDE 8"X6" TAPPING SLEEVE AND 6" VALVE 6"X6" TEE 6" GATE VALVE FIRE HYDRANT 52LF - 6" DIP COMBINED DOMESTIC/ FIRE WATER SERVICE 11LF - 6" DIP WATER 45° BEND PROPOSED 6" COMBINED DOMESTIC/ FIRE WATER SERVICE; COORD W/MEP FIRE DEPARTMENT CONNECTION EXISTING POWER POLE PROPOSED 5' DRAINAGE & UTILITY EASEMENT PROPOSED 5' DRAINAGE & UTILITY EASEMENT PROPOSED 15' DRAINAGE & UTILITY EASEMENT PROPOSED 5' DRAINAGE & UTILITY EASEMENT EXISTING 8" CIP WATER MAIN EXISTING 6" CIP WATER MAIN EXISTING 8" VCP SANITARY SEWER 4 8 . 5 ' 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 4" PVC SCHEDULE 40 PER ASTM D-3034 3. WATER LINES SHALL BE AS FOLLOWS: 6" DUCTILE IRON PIPE CLASS 52 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 8' COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF CRYSTAL AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22. CONTRACTOR SHALL CONFIRM LOCATIONS OF EXISTING PRIVATE UTILITIES AND VERIFY LOCATIONS AND REQUIREMENTS FOR NEW UTILITIES. PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT NORTHC600 UTILITY PLAN 6.2 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTIONWDM / MGC LEC 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 WILLIAM D. MATZEK, P.E. 02/12/2019 45790DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 INFILTRATION BASIN NOTES: 1. GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF THE INFILTRATION BASIN TO PREVENT COMPACTION OR SMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY (RIP) THE UNDERLYING SOILS TO A MINIMUM OF 18" DEPTH TO REMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH THE UNDERLYING SOILS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND. 2. INFILTRATION BASIN EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE EXCAVATION UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED. 3. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 5. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 6. DO NOT LEAVE INFILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. 7. IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. 8. EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS. 9. STOCKPILING OF MATERIALS SHALL NOT BE ALLOWED IN PROPOSED INFILTRATION BASINS. 10. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AREA BEFORE OR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE OF ORANGE CONSTRUCTION FENCE FOR THE SOLE PURPOSE OF CONSTRUCTING THE FILTRATION PONDS. 11. ALL INFILTRATION BASIN CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. 12. ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. SURFACE INFILTRATION BASIN TYPICAL SECTION (NOT TO SCALE) TOP OF BASIN: 878.00 BOTTOM OF BASIN: 875.00 WQV ELEVATION: 877.55 SOCKED PERFORATED PIPE FOR ROOF LEADER DRAINS - MAIN LINE ONLY 18"X18" MEETING MNDOT 3149.2H SPECIFICATIONS FOR COARSE FILTER AGGREGATE CLEAN, WASHED, ANGULAR, NON-CARBONATE CRUSHED ROCK AGGREGATE PERFORATED PVC PER PLAN SLOPE SUBGRADE TO PVC DRAINTILE. 1.0% (TYP.) NO SCALE HWL: 877.92 EOF 12" DEEP 80/20 MIX (80% SELECT GRANULAR MNDOT 3149.B2, 20% ORGANIC COMPOST MNDOT 3890 GRADE 2) C601 GRADING AND UTILITY DETAILS EXISTING SUBGRADE 6" DEEP 80/20 MIX (80% SELECT GRANULAR MNDOT 3149.B2, 20% ORGANIC COMPOST MNDOT 3890 GRADE 2) 6" DEEP 80/20 MIX (80% SELECT GRANULAR MNDOT 3149.B2, 20% ORGANIC COMPOST MNDOT 3890 GRADE 2) 6.2 LINE USED FOR SITE AREA CALCULATION: 21,598 S.F. 345 RAINGARDEN PLUGS B A D C F B E D E E E C A E A B B BA B A B C 13 - DBH 3 - QUA 9 - GLS 17 - KFG 17 - AJS 15 - BES 7 - JWS 17 - KFG 14 - DBH 3 - BIR 16 - GLS5 - GOJ 9 - SEM 3 - GOJ 9 - SEM 5 - GOJ 12 - KFG 29 - AJS 6 - RTD 3 - VBN1 - SWO 1 - SWO 4 - RTD 3 - VBN 3 - RTD 1 - STL 15 - BES 3 - KFG 7 - AJS 4 - OAK 4 - WHP 3 - BLC 6 - ANH 30 - AFD 3 - QUC 3 - BLC 4 - ANH VEST PROPOSED SCHOOL EXPANSION 10,400 S.F. FFE=879.00 INFILTRATION BASIN 38TH AVE N.WELCOME AVE N. VERA CRUZ AVE N. CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE WHP 4 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE QUC 3 POPULUS TREMULOIDES QUAKING ASPEN CLUMP B & B 6` HT. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BIR 3 BETULA PLATYPHYLLA `FARGO` TM DAKOTA PINNACLE BIRCH B & B 2" CAL MIN OAK 4 QUERCUS ROBUR X ALBA `JFS-KW2QX`SKINNY GENES OAK B & B 2" CAL MIN QUA 3 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL. STL 1 TILIA AMERICANA `MCKSENTRY`SENTRY LINDEN B & B 2" CAL. SWO 2 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 13 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE AFD 30 CORNUS SERICEA `ARTIC FIRE`ARTIC FIRE DOGWOOD #5 CONT.3` O.C. ANH 10 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 6 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY#5 CONT.4` O.C. DBH 27 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 25 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. JWS 7 SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA #2 CONT.3` O.C. RTD 13 CORNUS SERICEA `BAILEYI`RED TWIG DOGWOOD #5 CONT.5` O.C. SEM 18 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. VBN 6 VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN CRANBERRY BUSH#2 CONT.5` O.C. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING AJS 53 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT 18" OC 18" o.c. BES 30 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c. KFG 49 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS#1 CONT 30" OC 30" o.c. PLANT SCHEDULE LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) RAINGARDEN PLUGS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) MAINTENANCE STRIP (TYP.) SOD (TYP.) EDGER SEPERATING MULCH TYPES (TYP.) A B C D E F 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652202/12/2019DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. MGC RAH WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. INFILTRATION BASIN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT INFILTRATION BASIN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE INFILTRATION BASIN DETAIL FOR FURTHER INFORMATION. INFILTRATION BASIN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. LANDSCAPE NOTES NORTH·ONE TREE PER 30 FT. OF STREET FRONTAGE = 5 TREES ·REPLACEMENT TREES PER CITY CODE, SECTION 520.11, SUBDIVISION 5C= 12 TREES LANDSCAPE REQUIREMENTS L100 LANDSCAPE PLAN 6.2 2018 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652202/12/2019DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. MGC RAH WATERSHED SUBMITTAL 2/21/2019#1 CITY RESUBMITTAL 2/28/2019#2 DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1013 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1014 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1015 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10164"1"L101 LANDSCAPE DETAILS 6.2 FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" BRICK VENEER COLOR 2, NORMAN SIZE PREFIN METAL ENTRANCE CANOPY ALUM STOREFRONT WINDOWS HEAVY TIMBER ROOF STRUCTURE ALUM CURTAIN WALL GLAZING SYSTEM FDC FIRST FLOOR 100'-0" BRICK VENEER COLOR 1, NORMAN SIZE BRICK VENEER COLOR 2, NORMAN SIZE PREFIN METAL WALL CAP ALUM STOREFRONT WINDOWS HEAVY TIMBER ROOF STRUCTURE ALUM CURTAIN WALL WINDOWS HEAVY TIMBER ROOF STRUCTURE ALUM CURTAIN WALL WINDOWS OPERABLE AWNING WINDOW INSERT HEAVY TIMBER COLUMN A1.0 4 312.12 SF ADMIN 110.82 SF VESTIBULE 1,061.7 SF MAKER SPACE 63.75 SF TLT 324.7 SF MECHANICAL / ELECTRICAL 197.46 SF OFFICE 87.56 SF VEST 503.97 SF CLASSROOM 501.73 SF CLASSROOM 503.09 SF CLASSROOM 512.22 SF CLASSROOM 504.54 SF CLASSROOM 204.32 SF BOYS 516.84 SF STUDY 348.37 SF WARMING KITCHEN 1,169.58 SF CORRIDOR 336.81 SF STUDY 1,402.47 SF COMMONS 133.84 SF STORAGE 205.18 SF GIRLS 61.12 SF STOR 151.89 SF COATS ART DISPLAY FIREPLACE ART DISPLAY ART DISPLAY TRANSFORMER LOUNGE SEATING 62.16 SF TLT FDC LOCATION ELEC PNLSFIRE RISER CUSTODIAL FACPSECUR / COMM45.68 SF CUST WH A1.0 3 A1.0 1 A1.0 2 Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE 2/8/2019 2:06:08 PM C:\Revit Projects\31626-18143 RIVER TREE SCHOOL - R18 - WORKSHARED_smarihartEQL2N.rvt A1.0 SCHEMATIC FLOOR PLAN AND SCHEMATIC EXTERIOR ELEVATIONS RL SM 31626-18143 RIVERTREE SCHOOL EXPANSION 3733 VERA CRUZ AVE N CRYSTAL, MN 55422 1/8" = 1'-0"A1.0 1 SCHEMATIC WEST ELEVATION 1/8" = 1'-0"A1.0 2 SCHEMATIC SOUTH ELEVATION 1/8" = 1'-0"A1.0 3 SCHEMATIC NORTH ELEVATION 1/8" = 1'-0"A1.0 4 SCHEMATIC EAST ELEVATION NORTH CITY SUBMITTAL 02/12/19 1/8" = 1'-0"A1.0 5 SCHEMATIC FLOOR PLAN CITY RESUBMITTAL 02/28/2019 16'-10"17'-6"20'-2"16'-10"02/28/19 6.2 Page M of 1CommentsDate#RevisionsMLAZGAR ASSOCIATES(p) 952-943-8080(f) 952-943-8088www.mlazgar.comDate:2/27/2019EDEN PRAIRIE, MN 5534410340 VIKING DR.SUITE 1501. Standard Reflectance of 80/50/20 unless noted otherwise2. Not a Construction Document, for Design purposes only3. Standard indoor calc points @ 30" A.F.F. unless noted otherwise4. Standard outdoor calc points @ Grade unless noted otherwise5. Mlazgar Associates assumes no responsibility for installed light levels due to field conditions, etc.RLMA Project #: 78071Drawn By: JTRIVERTREE SCHOOL ADDITIONCRYSTAL, MNScale: 1"= 20'-0"SITE PLAN OPTION 4Luminaire ScheduleSymbolQtyLabelDescriptionArrangementLum. LumensLum. WattsLLFCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCalcPts_1IlluminanceFc0.2517.70.0N.A.N.A.SP1-4VP-L-80L-180-4K7-4SINGLE22167181.30.900MH: 20SP1-40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.10.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.10.7 0.4 0.4 1.8 2.0 0.5 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.3 1.7 4.8 4.4 2.9 1.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 5.4 7.7 5.2 3.8 3.0 2.2 0.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 4.4 5.8 6.9 6.0 4.0 3.6 2.9 1.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 3.5 4.2 4.3 5.1 4.6 4.6 4.0 2.6 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 2.2 2.8 3.5 4.0 4.8 4.1 2.7 1.6 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 2.4 3.2 3.8 3.3 2.3 1.5 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.5 2.4 2.3 1.7 1.2 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.1 1.1 0.8 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01111111110.50.50.50.50.50.50.20.20.20.20.20.2E1.06.2 559766v2 TJG CR205-30 ORDINANCE NO. 2019 - _____ CITY OF CRYSTAL AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR RIVERTREE SCHOOL LOCATED AT 3709 AND 3733 VERA CRUZ AVENUE NORTH FROM LOW DENSITY RESIDENTIAL (R-1) TO LOW DENSITY RESIDENTIAL (R-1) – PLANNED DEVELOPMENT THE CITY OF CRYSTAL ORDAINS: Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and determines as follows: (a)Rivertree School (“Applicant”) is the owner of Lot 1, Block 1, Rivertree School (“Property”) and has requested the City to rezone the property to the planned development overlay district as provided in Crystal city code, subsection 510.31; and (b) The request would rezone the Property from Low Density Residential (R-1) to Low Density Residential Planned Development (R1-PD); and (c) The rezoning request is to support an expansion of the Applicant’s existing school, which involved the consolidation of the Applicant’s parcels into the current single platted parcel, approval of an amended conditional use permit, and approval of a site plan; and (d) The Planning Commission held a public hearing on the rezoning request on March 11, 2019 and voted to forward the requested rezoning to the City Council with a recommendation that it be approved with certain conditions; and (e) The City Council determines the proposed rezoning and site plan comply with the approval criteria in Crystal city code, subsections 510.17, 510.29, 510.31, and other applicable provisions. Section 2. Rezoning. The Zoning Map of Crystal, Minnesota is hereby amended as follows: The zoning classification of the following legally described property addressed as 3709 and 3733 Vera Cruz Avenue North, currently classified as Low Density Residential (R-1), shall henceforth be classified as Low Density Residential (R-1) – Planned Development (R1-PD): Lot 1, Block 1, Rivertree School Section 3. Zoning Map Amendment. The zoning administrator is authorized and directed to amend the Zoning Map in accordance with this ordinance and to take any such other actions as may be required to effectuate this rezoning. Attachment H 6.2 559766v2 TJG CR205-30 Section 4. Effective Date. This ordinance shall not be codified into the Crystal city code and is effective in accordance with Crystal city code, subsection 110.11. First Reading: ________________________ Second Reading and Adoption: ________________________ Publication: ________________________ Effective Date: ________________________ ______________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk 6.2 559763v2 TJG CR205-30 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2019- _______ RESOLUTION AMENDING A CONDITIONAL USE PERMIT FOR RIVERTREE SCHOOL AND APPROVING A SITE PLAN WHEREAS, Rivertree School (“Applicant”) submitted an application to the City of Crystal (“City”) to amend a conditional use permit they received in 2012 for their property located at 3733 Vera Cruz Avenue North in Crystal, which is legally described in Exhibit A (“Property”); and WHEREAS, the Property previously consisted of four parcels that the City Council approved to be replatted into a single parcel; and WHEREAS, the Applicant’s existing conditional use permit was approved by City Council motion on June 5, 2012 to allow the operation of a school on the Property and now the Applicant desires to amend the conditional use permit to allow an expansion of the school; and WHEREAS, the Applicant has also submitted and is seeking approval of a site plan for the Property as provided in Crystal city code, subsection 510.17; and WHEREAS, the Planning Commission held a public hearing regarding the Applicant’s requests on March 11, 2019 and voted to forward the requests for an amended conditional use permit and site plan approval to the City Council with a recommendation that they be approved with certain conditions; and WHEREAS, the City Planner’s report dated March 14, 2019 regarding this matter, which is attached hereto as Exhibit B, is incorporated herein and made part of this conditional use permit amendment, except that the conditions set out below are controlling; and WHEREAS, the City Council finds that the conditional use permit amendment and site plan as recommended by the Planning Commission are in compliance with the applicable rules and regulations of the Crystal city code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein, hereby approves and issues an amendment to the 2012 conditional use permit for the Property and approves the site plan to allow an expansion of the school facilities on the Property subject to compliance with the Crystal City Code and all of the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in Attachment G. Prior to disturbing the site, the applicant shall: Attachment I 6.2 559763v2 TJG CR205-30 a. Receive approval by the City Council of lot consolidation and easement vacation applications to combine the applicant’s four properties at 3701, 3709, 3733 Vera Cruz and 3708 Welcome Avenue into one parcel, vacate alley and drainage and utility easements, and provide new easements on the final plat document. b. Submit an erosion control plan to the Bassett Creek Watershed Management Commission for their review and approval. c. Sign a site improvement agreement with the city to guarantee installation of the landscaping plan. 2. Limit to Student Enrollment. With this CUP and Planned Development approval, Rivertree school is limited to 210 students. If additional students are desired, Rivertree shall apply to the city for an amendment to this CUP and PD site plan. 3. Initial CUP Conditions. The approval conditions from the 2012 CUP are replaced by the following: a. Rivertree School may lease the sanctuary and other parts of the building to a church as a secondary, non-concurrent use. Adequate parking shall be provided for this secondary use. Simultaneous use of the subject property for the school and a church is not proposed by the applicant and is not allowed under these approvals due to limited off-street parking. b. Daily bus transportation of students is not contemplated and bus loading areas are not identified on the site plan. Therefore student transportation to and from the school shall mainly be by privately-owned vehicles, with the following exceptions: i. Rivertree students who live in the Robbinsdale school district may receive bus transportation provided by the district. ii. Rivertree may provide transportation for occasional student field trips. iii. If Rivertree desires to incorporate a shuttle bus service from another Rivertree campus as part of their student transportation plan, the school shall submit a pick up and drop off plan for city staff review and approval. City staff will monitor these exceptions to determine the impacts to neighborhood traffic and may require an amendment to the PD site plan and CUP to mitigate those impacts. c. Because the Rivertree property is embedded within a single-family residential neighborhood, hours of operation shall be no earlier than 6:00 a.m. and no later than 10:00 p.m. 4. Building Permit. The Applicant shall apply for a building permit for the proposed building within one year from the date of City Council decision. The applicant may request a one-year extension from the City Council of this deadline date if the request is made in writing no later than February 11, 2020. 6.2 559763v2 TJG CR205-30 5. Compliance. This amended conditional use permit is subject to the applicable requirements of the Crystal city code, and the applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances, and is required to obtain such other permits and permissions as may be required. 6. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this amended conditional use permit shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 7. Revocation. The violation of any terms or conditions of this amended conditional use permit including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 8. Binding Effect. This amended conditional use permit, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit shall also be the obligations of the current and any subsequent owners of the property. 9. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this amended conditional use permit shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit without qualification, reservation, or exception. Adopted by the Crystal City Council this 19th day of March, 2019. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 6.2 559763v2 TJG CR205-30 EXHIBIT A Legal Description of the Property Lot 1, Block 1, Rivertree School, situated in Hennepin County, Minnesota. 6.2 559763v2 TJG CR205-30 EXHIBIT B Planner’s Report (attached hereto) 6.2 RIVERTREE SCHOOL – LOT CONSOLIDATION APPLICATION PAGE 1 OF 3 _____________________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris (for March 19 Meeting) DATE: March 14, 2019 RE: Consider adoption of a resolution approving a lot consolidation for Rivertree School at 3733 Vera Cruz Avenue North A.BACKGROUND Rivertree School, a private K-12 school located at 3733 Vera Cruz Avenue North, is proposing to expand their campus with the addition of a new classroom building. As part of that expansion, Rivertree is proposing to consolidate four platted lots they own into one property. The plat combining these lots is named Rivertree School. According to the unified development code (UDC), a public hearing is not required for a lot consolidation application. Attachments: A.Site location map B.Proposed Rivertree School final plat C.Resolution B.PROPOSED LOT CONSOLIDATION The four lots included in the consolidation are owned by Rivertree School. Alley right-of-way in this area is also proposed to be vacated (see agenda item 5.1). Please see the next page for a description of these lots. COUNCIL STAFF REPORT Lot Consolidation for Rivertree School 6.3 RIVERTREE SCHOOL – LOT CONSOLIDATION APPLICATION PAGE 2 OF 3 Property Address Parcel size Existing Use Proposed Use 3733 Vera Cruz Ave 51,291 sq. ft.(1.17 acres Existing school and most of parking lot Same 3708 Welcome Ave 10,238 sq. ft. (.23 acres) Remainder of parking lot Same 3701 Vera Cruz Ave 10,239 sq. ft. (.23 acres) Vacant New classroom building 3709 Vera Cruz Ave 10,239 sq. ft. (.23 acres) Single-family home Alley right-of-way (to be vacated) 4,379 sq. ft. (0.1 acres) Total area = 86,385 sq. ft. (1.98 acres) Final plat features The proposed plat would be named Rivertree School. The following are the notable features of this final plat: 1. Easements Existing alley and drainage and utility easements on the properties are proposed to be vacated and replaced with new drainage drainage and utility easements. The alley easement is located within the existing parking lot (3708 Welcome) and along the rear of the properties at 3704 Welcome and 3701, 3709, and 3717 Vera Cruz Avenue North . The alley was never constructed and the city has no plans to do so. 2. Park dedication – According to city code section 510.23, Subd. 3 (d), lot consolidation applications are not subject to park dedication requirements. Criteria for approval of a lot consolidation The following are the approval criteria in city code section 510.23, Subd. 3 for approval of lot consolidation applications, followed by staff’s findings of these criteria. (a) The consolidation must be in general compliance with the comprehensive plan. Findings: On the 2030 Planned Land Use map, the properties are guided as Public Institutional (this classification was renamed to Institutional in the proposed 2040 plan). The existing school use is in conformance with this land use designation. 6.3 RIVERTREE SCHOOL – LOT CONSOLIDATION APPLICATION PAGE 3 OF 3 (b) The consolidation must meet the purpose and intent of this unified development code (UDC). Findings: The purpose of the UDC is to establish regulations that allow for the development of properties, but which avoid or minimize negative impacts to the general public or adjacent properties. Since the existing use of the property does not produce negative impacts and this use is not proposed to change, the lot consolidation is in conformance to this criteria. (c) Unless prior or concurrent approval of a variance is granted, any such consolidation shall result in lots that, to the greatest extent possible, meet the dimensional requirements for the zoning district in which the property is located, and shall not further increase the nonconformity of any lot dimension or structure. Findings: No variances are proposed for this lot consolidation and the consolidation creates a property that conforms to the UDC. The consolidation of the parcels means that the entire parking lot will be located on one parcel. C. REQUESTED ACTION City Council motion to approve the proposed resolution (Attachment C) is requested. 6.3 Hennepin County Locate & Notify Map 3733 Vera Cruz Ave N3708 Welcome3709 Vera Cruz3701 Vera Cruz 0 200 400100 Feet Date: 2/12/2019 Buffer Size:500Map Comments: This data (i) is furnished 'AS IS' with no representation as tocompleteness or accuracy; (ii) is furnished with no warranty of anykind; and (iii) is notsuitable for legal, engineering or surveyingpurposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. For more information, contact Hennepin County GIS Office300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us Attachment A 6.3 Attachment B6.3 559765v2 TJG CR205-30 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2019-________ RESOLUTION APPROVING RIVERTREE SCHOOL FINAL PLAT WHEREAS, Rivertree School (“Applicant”) submitted a lot consolidation application to the City of Crystal (“City”) for approval of a plat, which is attached hereto as Exhibit A, for the property which is legally described in Exhibit B (“Property”); and WHEREAS, the Applicant is fee owner of the following real property, all located in Hennepin County: PID 16-118-21-34-0140, that is legally described as Lot 1, Block 1, Trinity Covenant Church; PID 16-118-21-34-0074, that is legally described as Lot 4, Block 2, L.B. Berglunds Addition; PID 16-118-21-34-0075, that is legally described as Lot 5, Block 2, L.B. Berglunds Addition; and PID 16-118-21-34-0088, that is legally described as Lot 17, Block 2, L.B. Berglunds Addition; (collectively, the “Applicant’s Parcel”); and WHEREAS, the plat is named Rivertree School and it consolidates the Applicants Parcel into one; and WHEREAS, the City Planner’s report dated March 14, 2019 regarding this matter, which is attached hereto as Exhibit C, is incorporated herein and made part of this plat approval, except that the conditions set out below are controlling; and WHEREAS, the City Council finds that the plat is in conformance with the requirements of the City’s Unified Development Code, which is contained in Chapter V of the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein, hereby grants preliminary and final approval for the plat of Rivertree School, subject to compliance with all of the following conditions of approval: 1. Easement Vacation. The existing alley and drainage and utility easements in the Trinity Covenant Church and L.B. Berglunds Addition plats shall be vacated by the City Council through a separate action in exchange for the Applicant dedicating new drainage and utility easements to the City on the plat. Attachment C 6.3 559765v2 TJG CR205-30 2. Compliance. Development of the plat is subject to the applicable requirements of the Crystal city code. The Applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances in developing the plat and is required to obtain such other permits and permissions as may be required. 3. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this plat approval shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 4. Binding Effect. The conditions placed on this preliminary and final plat approval are binding on the Applicant, its successors and assigns, shall run with the Property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the Applicant under this approval shall also be the obligations of the current and any subsequent owners of the Property. 5. Acceptance of Conditions. Utilization of the Property for any of the uses allowed by this preliminary and final plat approval shall automatically be deemed acceptance of, and agreement to, the terms and conditions without qualification, reservation, or exception. Adopted by the Crystal City Council this 19th day of March, 2019. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Chrissy Serres, City Clerk 6.3 559765v2 TJG CR205-30 EXHIBIT A Final Plat (attached hereto) 6.3 559765v2 TJG CR205-30 EXHIBIT B Legal Description of the Property Lot 1, Block 1, Trinity Covenant Church, and Lots 4, 5, and 17, Block 2, L. B. Berglunds Addition, all properties in Hennepin County, Minnesota. 6.3 559765v2 TJG CR205-30 EXHIBIT C Planner’s Report (attached hereto) 6.3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: March 5, 2019 TO: Mayor and City Council Anne Norris, City Manager FROM: John Elholm, Recreation Director SUBJECT: Approve Agreement to Replace Aquatic Center Heaters The Crystal Cove Aquatic Center has two pool heaters that are nearing the end of their useful life. One heats water in the zero depth pool and the other supplies the larger pool. This project will come out of the building fund with the following sources: $20,000 Budgeted in 2018 (for heater #1) $10,000 Project savings in 2018 (remaining from pool tile repair) $20,000 Budgeted in 2019 (for heater #2) $50,000 Total Budget. The project had initially been budgeted over two years, however, it is more cost effective to replace both pool heaters at the same time. One contract was sought to replace both pool heaters in 2019. Quotes have been received as follows: $48,500 Aa ztec Heating and Air Conditioning $55,600 UHL Staff recommends entering into an agreement with Aaztec Heating and Air Conditioning in the amount of $48,500 to replace two pool heaters at the Crystal Cove Aquatic Center. 6.4 CITY OF CRYSTAL RESOLUTION 2019 – RESOLUTION IN SUPPORT OF REPLACING POOL HEATERS AT THE CRYSTAL COVE AQUATIC CENTER WHEREAS, the City of Crystal owns and operates the Crystal Cove Aquatic Center, and WHEREAS, the current water heaters at the Aquatic Center are nearing the end of their useful life, and WHEREAS, pool users appreciate heated water for swimming lessons and general pool use, and WHEREAS, funds are available in the building fund to replace both pool heaters, and WHEREAS, quotes were requested and received from two vendors to complete the work; and WHEREAS, Aaztec Heating and Air Conditioning provided the lowest quote in the amount of $48,500. THEREFORE, BE IT RESOLVED: A. That the Crystal City Council wishes to enter into an agreement with Aaztec Heating and Air Conditioning, in the amount of $48,500, to furnish and install two pool heaters and related fixtures at the Crystal Cove Aquatic Center. B. That the Crystal City Council hereby authorizes the City Manager to sign the agreement with Aaztec Heating and Air Conditioning to complete the work. Adopted by the Crystal City Council this 19th day of March, 2019. ________________________ Jim Adams, Mayor ATTEST: ___________________________ Christina Serres, City Clerk 6.4 Memorandum DATE: March 19, 2019 TO: City Council FROM: Mark Ray, PE, Director of Public Works Mick Cyert, Engineering Project Manager SUBJECT: Award construction contract for 2019 Street Mill and Overlay (Project #2019-02) On February 5, 2019 the Council approved the plans and specs and ordered the advertisement for bids for the 2019 Street Mill and Overlay Project. Bids for the project were opened on March 12, 2019. Ten bids were received and listed below: 1)North Valley, Inc.$557,442.10 2)Valley Paving, Inc.$584,985.12 3)Astech Construction Co.$585,625.90 4)Park Construction Co.$586,103.80 5)Northwest Asphalt, Inc.$589,672.90 6)GMH Asphalt Corp.$590,158.53 7)Midwest Asphalt $604,467.30 8)C.S. McCrossan $622,265.80 9)Bituminous Roadways, Inc.$682,603.60 10)Oman Contracting $712,342.11 Staff has reviewed the bids and found them to be accurate and in order. The low bid, North Valley Incorporated has done similar projects in the City before and is a reputable contractor in the industry. Project Cost The estimated project construction cost was $535,000 and the budget was $580,000. There will be no special assessment for this project. Schedule •The work is scheduled to be completed by August 16, 2019 Attachment •Project Location Map •Construction Contract Recommended Action Motion authorizing the contract with North Valley Incorporated in the amount of $557,442.10 for the construction of the 2019 Street Mill and Overlay Project. 6.5 2019 Street Paving´HampshireNevada36thLouisianaLions ValleyPlace Park Douglas Drive34th 32nd35thJerseyMarylandIdahoHill PlaceValley Place35th Pl33rd 6.5 CONSTRUCTION CONTRACT City of Crystal 2019 Bituminous Mill and Overlay Project No. ___2019-02___ This Construction Contract (“Contract”) is made and entered into this _____ day of ______________, 2019, by and between the City of Crystal, a Minnesota municipal corporation, 4141 Douglas Drive North, Crystal, MN 55422 (“City”) and North Valley Incorporated, a ________________ _______________ (“Contractor”). RECITALS A. The City desires to hire a contractor to provide all equipment, materials, and personnel as may be needed to provide the services described in the attached Exhibit G (“Project”); B. The City undertook the sealed bid procedure and awarded the contract for the Project (the “Contract”) to the Contractor; and C. The Contractor is agreeable to and desirous of the work as needed to complete the Project in accordance with the terms and conditions of the contract documents. AGREEMENT In consideration of the mutual promises and agreements contained herein, and intending to be legally bound, the City and the Contractor hereby agree as follows: 1. Contract Documents. The following, together with this Construction Contract document, constitute the contract documents for this Project and are incorporated in and made part of the Contract: (a) Advertisement for Bids (attached as Exhibit A); (b) Project Location Map (attached as Exhibit B); (c) Instructions to Bidders (attached as Exhibit C); (d) Contractors Bid (attached as Exhibit D); (e) General Contract Provisions (attached as Exhibit E); (f) General Requirements and Covenants (attached as Exhibit F); (g) Special Contract Provisions (attached as Exhibit G); (h) Plan Sheets (attached as (Exhibit H); (i) Contractor’s Bid Bond, Performance Bond and Payment Bond; (j) Contractor’s Certificates of Insurance; and 2. Work. The Contractor agrees to provide all equipment, materials, and personnel as needed to complete the Project in accordance with standards, specifications, and plans adopted by the 6.5 City for the Project and the terms and conditions of the Contract, which incorporates all of the identified contract documents attached hereto as Exhibits A-H (collectively the “Work”) 3. Contract Price. City agrees to pay Contractor consistent with the General Contract Provisions in Exhibit E for the satisfactory completion of the Work in accordance with the Contractor’s bid, attached as Exhibit D, and the actual quantities of the unit price items used to complete the Work. 4. Insurance Requirements. The Contractor shall maintain during the entire term of this Contract at least the following insurances with at least the following coverage amounts, all of which shall comply with applicable provisions of the General Contract Provisions: (a) Workers’ Compensation: (1) State: Statutory Amounts (2) Applicable Federal: Statutory Amounts (3) Employer’s Liability: i. Bodily Injury by Accident $100,000 Each Accident ii. Bodily Injury by Disease $100,000 Each Accident iii. Bodily Injury by Disease $500,000 Policy Limit (b) Commercial General Liability: (1) General Aggregate $2,000,000 (2) Each Occurrence(Bodily Injury/Property Damage) $1,500,000 (3) Excess or Umbrella Liability i. General Aggregate $5,000,000 ii. Each Occurrence $5,000,000 (c) Automobile Liability: (1) Bodily Injury: i. Each Person $1,000,000 ii. Each Accident $1,000,000 (2) Property Damage: i. Each Accident $1,000,000 ii. Each Accident $1,000,000 (3) Combined Single Limit: $1,000,000 5. Project Timing. The Work shall commence and be completed in accordance with the following schedule: (a) Work shall commence on or about June 3, 2019. (b) Work shall be substantially completed on or before August 16, 2019. 6. Required Submittals. The Contractor agrees to provide the City all of the following before commencing any of the Work on the Project: 6.5 (a) Certificates of insurance showing the types and amounts of insurance required by this Contract and naming the City as an additional insured on the Contractor’s commercial general liability policy; (b) Performance bond and payment bond each for the total amount of the Contractor’s bid; (c) List of all subcontractors; (d) Responsible Contractor Statements from the Contractor and all subcontractors; and (e) Affidavit of Non-Collusion. 7. Notices. Any notices provided under this Contract shall be delivered or mailed to the following: (a) To the City at: Mark Ray City Engineer City of Crystal 4141 Douglas Drive North Crystal, MN 55422 (b) To the Contractor at: _________________ _________________ _________________ 8. Controlling Provisions. The provisions of the documents constituting the Contract shall be read together and reconciled to the greatest extent reasonably possible. To the extent there are any conflicting provisions that cannot be reconciled, the more specific provision shall generally be controlling. To the extent the conflicting provision is contained in the Special Contract Provisions (Exhibit G) or in the General Requirements and Covenants (Exhibit F), the provisions contained in such documents shall be controlling. IN WITNESS WHEREOF, the parties have executed this Contract as of the date and year first written above. CONTRACTOR By: Print Name Its: Title Signature Date: 6.5 CITY OF CRYSTAL By: Its Mayor Signature By: Its Manager Signature Date: 6.5 RESOLUTION NO. 2019- ___ AWARD CONTRACT FOR 2019 STREET MILL AND OVERLAY PROJECT # 2019-02 WHEREAS, the Crystal City Council approved the 2019 Street Mill and Overlay construction plans and specifications on February 5, 2019; and WHEREAS, the Crystal City Council authorized solicitation of public bids on February 5, 2019; and WHEREAS, adequate funds are available in the Street Maintenance Fund and have been budgeted by the Council; and WHEREAS, Ten bids were received and publicly opened on March 12, 2019; and WHEREAS, North Valley, Incorporated was the lowest qualified bidder. WHEREAS, North Valley, Incorporated has completed the same type of work in the City previously. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby awards the contract for 2019 Street Mill and Overlay Project (Project #2019-02) to North Valley, Incorporated in the amount of $557,442.10. BE IT FURTHER RESOLVED that the Mayor and City Manager are hereby authorized to sign said contract. Adopted by the Crystal City Council this 19th day of March, 2019. Jim Adams, Mayor ATTEST: _________________________________________ Christina Serres, City Clerk 6.5 Memorandum DATE: March 19, 2019 TO: City Council FROM: Mark Ray, PE, Director of Public Works Bill Bowman, Streets Superintendent SUBJECT: Purchase of replacement sign truck Background The current sign truck in the public works department fleet is a 2002 Chevy pickup and is scheduled for replacement in the Fleet Services budget in 2019 (based on the vehicle condition index score) with $90,000 allocated for this purchase. In reviewing the work scope and equipment needed for this vehicle, it was identified that there was an opportunity to combine the existing sign truck and separate vehicle maintenance truck into one truck with this purchase. The proposed one ton Dodge cab and chassis will be outfitted with a different rear utility equipment, as compared to the normal truck bed, that will allow it to serve in this dual role. The proposed cab and chassis will be purchased off of the State Contract (134742) from Mike Motors at a price of $40,823. Staff have been notified that the lead time for this cab and chassis is six months. The rear attachments and equipment will be brought before Council at a later time as staff is still working on finalizing the equipment and obtaining quotes. Attachment •Quote from Mike Motors Recommended Action Motion to approve the resolution authorizing the purchase of the replacement sign truck. 6.6 6.6 6.6 RESOLUTION NO. 2019- _____ APPROVING THE PURCHASE OF A REPLACEMENT SIGN TRUCK WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the proposed sign/vehicle maintenance truck is used for street and vehicle maintenance tasks; and WHEREAS, the existing sign truck scored high on the vehicle condition index and is due for replacement; and WHEREAS, funds are allocated in the Fleet Maintenance Fund for this replacement purchase; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the purchase of a replacement truck chassis from Mike Motors for $40,823. BE IT FURTHER RESOLVED that the Crystal City Council hereby authorizes the sale of the existing sign truck at auction. Adopted by the Crystal City Council this 19th day of March 2019. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 6.6 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7 6.7