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2019.04.02 Council Meeting Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: March 29, 2019 City Council Meeting Schedule Tuesday, April 2, 2019 Time Type of meeting Location 6:40 p.m. City Council work session to discuss: • Commission interview at 6:45 p.m. • Constituent issues update. • New business. • Announcements. Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the City Council meeting Economic Development Authority work session to: • Review draft 2018 Annual Report. • Discuss additional Bass Lake Road streetscape enhancements and possible citywide application. • Discuss potential properties to sell in 2019 (4824 56th Ave. N., 4741 Welcome Ave. N., 5565 Vera Cruz Ave. N. and 5417 35th Ave. N.). Conference Room A 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 29, 2019 City Council Work Session Agenda April 2, 2019 6:40 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 April 2, 2019 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council Members Staff ____ Parsons ____ Norris ____ Adams ____ Therres ____ Banks ____ Gilchrist ____ Budziszewski ____ Revering ____ Deshler ____ Ray ____ Kiser ____ Serres ____ LaRoche II. Agenda 1. Commission interview at 6:45 p.m. 2. Constituent issues update. * 3. New business.* 4. 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. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov City Council Meeting Agenda April 2, 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 19, 2019. b. The City Council work session on March 19, 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 Crystal Lions for Crystal Fund for Community Progress. b. $150 from miscellaneous donors for Becker Park Project. c. $500 from Westphal American Legion Post 251 for Becker Park Project. 3.4 Acceptance of resignation of Kayla Pascoe from the Community Outreach Task Force. 3.5 Approval of a resolution authorizing the first amendment to the cooperative agreement for the Winnetka Pond Project. 3.6 Approval of a resolution authorizing the Natural Resources Grant Agreement for the Becker Park Storm Water Project. Crystal City Council Meeting Agenda April 2, 2019 Page 2 of 3 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. Regular Agenda 5.1 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. 5.2 The Council will consider the second reading and adoption of an ordinance for Planned Development rezoning of properties for Rivertree School. Rivertree School at 3733 Vera Cruz Avenue North is proposing construction of a new classroom building on their property. At its March 19 meeting the City Council approved the first reading of the ordinance rezoning this property. Recommend approval of the second reading of the ordinance rezoning the property at 3733 Vera Cruz to Planned Development. 5.3 The Council will consider the second reading and adoption of an ordinance amending Chapters 1 – 9 of the City Code and adopting the resolution approving summary publication of the ordinance. At its March 19 meeting the City Council approved the first reading of an ordinance making several substantive and more minor changes needed to Chapters 1 – 9 of the City Code before the City Attorney begins reformatting the updated City Code. Recommend approval of the second reading of the ordinance making these changes and adoption of the resolution approving summary publication of the ordinance. 6. Announcements a. The Becker Park Improvement Project groundbreaking will be Wednesday, April 3 at 6 p.m. at Becker Park. b. The next Citizen Input Time will be Tuesday, April 16 at 6 p.m. in the Conference Room A at City Hall. c. The next City Council meeting is Tuesday, April 16 at 7 p.m. in the Council Chambers at City Hall. d. Crystal Business Association meets on Wednesday, April 17 at 8:30 a.m. in the Community Room at City Hall. e. The next meeting of the Environmental Quality Commission is Thursday, April 18 at 7 p.m. in Conference Room A and will include a presentation of the annual National Pollutant Crystal City Council Meeting Agenda April 2, 2019 Page 3 of 3 Discharge Elimination System/Stormwater Pollution Prevention Plans annual report presentation. f. Local organizations are invited to lead the pledge at City Council meetings; contact city staff for information. g. 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. 7. Adjournment 8. April 2, 2019 Meeting Schedule Time Type of meeting Location 6:40 p.m. City Council work session to discuss: • Commission interview at 6:45 p.m. • Constituent issues update. * • New business.* • Announcements.* Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the City Council meeting Economic Development Authority work session to: • Review draft 2018 Annual Report.* • Discuss additional Bass Lake Road streetscape enhancements and possible citywide application.* • Discuss potential properties to sell in 2019 (4824 56th Ave. N., 4741 Welcome Ave. N., 5565 Vera Cruz Ave. N. and 5417 35th Ave. N.).* Conference Room A * 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 19, 2019 Page 1 of 5 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on March 19, 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: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser.Absent: LaRoche. City staff present: Assistant City Manager/Human Resources Manager K. Therres, City Attorney T.Gilchrist, Public Works Director M. Ray, Recreation Director J. Elholm, Police Chief S. Revering, CityPlanner D. Olson 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 Banks 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 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 Resolution No. 2019-23, 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 Resolution No. 2019-24, for the Public Works Equipment Loan Agreement. 3.1(a) Crystal City Council meeting minutes March 19, 2019 Page 2 of 5 3.5 Approval of Resolution No. 2019-25, authorizing 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. Moved by Council Member Deshler and seconded by Council Member Kiser to approve the consent agenda. Motion carried. 4. Open Forum No public comment was given during open forum. 5. Public Hearing 5.1 The Mayor announced the purpose of the public hearing: To receive comment and consider a resolution vacating easements in L.B. Berglunds Addition and Trinity Covenant Church for Rivertree School. City Planner Dan Olson addressed the Council. The Mayor opened the public hearing for testimony. There being no one wishing to appear before the Council to give testimony, Mayor Adams declared the public hearing closed. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 26 RESOLUTION VACATING CERTAIN ALLEYS AND EASEMENTS WITHIN THE PLAT OF TRINITY COVENANT CHURCH AND THE PLAT OF L.B. BERGLUNDS ADDITION Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 6. Regular Agenda 6.1 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 Budziszewski and seconded by Council Member Kiser to approve the list of disbursements over $25,000. Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried. 3.1(a) Crystal City Council meeting minutes March 19, 2019 Page 3 of 5 6.2 The Council considered the 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. City Planner Dan Olson addressed the Council. Rivertree School founder and principal, Rodney Nelson, also addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following ordinance, the reading of which was dispensed with by unanimous consent: ORDINANCE NO. 2019 – 01 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 And further, that the second and final reading will be held on April 2, 2019. Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 27 RESOLUTION AMENDING A CONDITIONAL USE PERMIT FOR RIVERTREE SCHOOL AND APPROVING A SITE PLAN Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 6.3 The Council considered a resolution approving a final plat to consolidate parcels for Rivertree School. City Planner Dan Olson addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 28 RESOLUTION APPROVING RIVERTREE SCHOOL FINAL PLAT Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 3.1(a) Crystal City Council meeting minutes March 19, 2019 Page 4 of 5 6.4 The Council considered a resolution authorizing a contract with Aaztec Heating and Air Conditioning for heaters at the Crystal Cove Aquatic Center. Recreation Director John Elholm addressed the Council. Moved by Council Member Deshler and seconded by Council Member Budziszewski to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 29 RESOLUTION IN SUPPORT OF REPLACING POOL HEATERS AT THE CRYSTAL COVE AQUATIC CENTER Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 6.5 The Council considered bids and a resolution awarding the construction contract for the 2019 Street Mill and Overlay Project. Public Works Director Mark Ray addressed the Council. Moved by Council Member Banks and seconded by Mayor Adams to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 30 AWARD CONTRACT FOR THE 2019 STREET MILL AND OVERLAY PROJECT #2019-02 Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 6.6 The Council considered a resolution to purchase a replacement sign truck. Public Works Director/City Engineer Mark Ray addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Deshler to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2019 – 31 APPROVING THE PURCHASE OF A REPLACEMENT SIGN TRUCK Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried, resolution declared adopted. 3.1(a) Crystal City Council meeting minutes March 19, 2019 Page 5 of 5 6.7 The Council considered the first reading of an ordinance amending Chapters 1 – 9 of the City Code. City Attorney Troy Gilchrist addressed the Council. Moved by Council Member Deshler and seconded by Council Member Banks to adopt the following ordinance, the reading of which was dispensed with by unanimous consent: ORDINANCE NO. 2019 – 02 AN ORDINANCE REVISING CHAPTERS I THROUGH IX OF THE CRYSTAL CITY CODE And further, that the second and final reading will be held on April 2, 2019. Voting aye: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser. Absent, not voting: LaRoche. Motion carried. 7. Announcements The Council made several announcements about upcoming events. 8. Adjournment Moved by Council Member Budziszewski and seconded by Council Member Kiser to adjourn the meeting. Motion carried. The meeting adjourned at 7:50 p.m. _____________________________________ Jim Adams, Mayor ATTEST: _________________________________________ Chrissy Serres, City Clerk 3.1(a) Crystal City Council work session minutes March 19, 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 6:30 p.m. on March 19, 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: Parsons, Adams, Banks, Budziszewski, Deshler and Kiser.Absent: LaRoche. City staff present: Assistant City Manager K. Therres, Public Works Director M. Ray, City Attorney T. Gilchrist, Police Chief S. Revering, Recreation Director J. Elholm and City Clerk C. Serres. Also present from Hennepin County: John Evans, Assistant Director with Department of Environment & Energy and Project Manager Carol Anderson. 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. III.Adjournment The work session adjourned at 6:48 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 3.1(b) Page 1 of 1 City of Crystal Council Meeting April 2, 2019 Applications for City License Rental – New 3505 Brunswick Ave. N. – Donald Weld (Conditional) 5540 Regent Ave. N. – Jackeline Gaines (Conditional) 3010 Sumter Ave. N. – Central Crystal Village LLC (Conditional) Rental – Renewal 3712 Adair Ave. N. – Lilmanie Petamar 5630 Adair Ave. N. – Steve Mohn (Conditional) 5331 Angeline Ave. N. – Scott Perpich 3100 Aquila Ave. N. – R & S Properties of Minnesota LLC (Conditional) 4212 Brunswick Ave. N. – Crystal Holdings LLC 4555 Brunswick Ave. N. – Sean Leintz 5734 Colorado Ave. N. – Kate Werner 5123 Corvallis Ave. N. – Nance and Jerad Soule (Conditional) 6115 Douglas Dr. N. – Kenneth and Ruth Kutzler 3909 Florida Ave. N. – Charles Hawkinson (Conditional) 2709-2711 Hampshire Ave. N. – Lester R Olson (Conditional) 2942 Idaho Ave. N. – CRGV Properties LLC (Conditional) 3421 Major Ave. N. – Royalty Estates LLC 4840 Nevada Ave. N. – Brett C Hulett 5542 Toledo Ave. N. – Kathrin Long 3264 Xenia Ave. N. – C & N Wescoe Bauman 4360 Zane Ave. N. – AAKT LLC (Conditional) 8009 33rd Pl. N. – David and Tanya Yerich (Conditional) 6502 37th Ave. N. – Charles Hawkinson (Conditional) 5916 38th Ave. N. – Jason Herzog (Conditional) 5917 38th Ave. N. – Jason Herzog (Conditional) 6620 44th Ave. N. – Robert and Jenny Donovan 6817 47th Ave. N. – 47th LLC (Conditional) 7105 52nd Ave. N. – Steve and Karen Grotting 4924 53rd Ave. N. – Cherry Holdings LLC 4727 57th Ave. N. – BH Investments (Conditional) 7417 59th Ave. N. – Todd Long (Conditional) 6712 60th Ave. N. – Pranab Chatterjee (Conditional) Solicitor Nicholas Pedersen for Comcast (selling television, internet, telephone & home security services) Tree Trimmer Maximum Tree Service, 106 Ridge Rd. New London, MN 56273 Crystal Tree Service, P.O. Box 28315, Crystal, MN 55428 3.2 CITY OF CRYSTAL RESOLUTION NO. 2019 - RESOLUTION ACCEPTING DONATIONS FROM CRYSTAL LIONS, MISCELLANEOUS RECTRAC DONORS AND WESTPHAL AMERICAN LEGION POST 251 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: Donors Purpose Amount Crystal Lions Crystal Fund for Community Progress $500 Miscellaneous through RecTrac Becker Park Project $150 Westphal American Legion Post 251 Becker Park Project $500 AND, BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above- named for their generous donations. Dated: April 2, 2019 By: __________________________ Jim Adams, Mayor ATTEST: ______________________________ Christina Serres, City Clerk 3.3 3.4 Memorandum DATE: April 2, 2019 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Amendment to Agreement with BCWMC for Winnetka Pond Project Background As construction started for the Winnetka pond sediment removal project, contaminated material was found that had not been identified by samples taken during the feasibility study phase. The contaminated material had to be removed and hauled to a landfill at a higher expense than the uncontaminated material. The ultimate impact of the contaminated soils was a cost increase of $289,189.62. This brought the new total project cost to $1,148,351. Due to the need to keep the project on schedule and remove the contaminated material, the cost increase for the needed work has already been approved and work completed by the contractor. The action under consideration tonight is for the City to obtain reimbursement for a majority of those costs from the Bassett Creek Watershed Management Commission (BCWMC). BCWMC had initially authorized up to $1,000,000 for this project. Due to the project being bid under budget, there was the ability to absorb some of the increased cost ($140,838.62) within the original project budget. However, the remaining $148,351 had to be covered by a variety of sources. Funding sources To close the $148,351 shortfall, the following sources were identified: •BCWMC’s Channel Maintenance Fund allocated to the City has a balance of $9,050 o The entire fund balance will be committed to the Winnetka Pond Project, which is on the trunk system (North Branch Bassett Creek) •BCWMC will contribute $114,301 from the Commission’s CIP Closed Project Account o This account receives the remaining funds from completed Commission-funded projects (i.e., from projects completed under budget). •City’s storm water fund will contribute the remaining $25,000 o While this is an unplanned expense, it can be managed because the storm water portion of the Becker Park project was under budget by around $500,000. Attachment •First Amendment to Cooperative Agreement Recommended Action Motion to approve the resolution authorizing the amendment to the cooperative agreement with Bassett Creek Watershed Management Commission for the Winnetka Pond Project 3.5 3.5 3.5 RESOLUTION NO. 2019- _____ AUTHORIZING THE FIRST AMENDMENT TO THE COOPERATIVE AGREEMENT WITH THE BASSETT CREEK WATERSHED MANAGEMENT COMMISSION FOR THE WINNETKA POND PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the Bassett Creek Watershed Management Commission (BCWMC) has established a program to work in cooperation with member cities to fund and construct capital improvement projects; and WHEREAS, the City of Crystal worked with the BCWMC to complete the feasibility report for the Bassett Creek Park Pond Phase 1 Dredging Project: Winnetka Pond; and WHEREAS, the BCWMC has committed funding for the project in accordance with the terms and conditions of the Agreement; WHEREAS, the City and BCWMC entered into an agreement for the Project on October 17, 2017; and WHEREAS, due to contaminated soil conditions found during construction the project cost increased; and WHEREAS, the City and BCWMC have committed increased funding to cover the costs of properly disposing of the contaminated material; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the First Amendment to the Cooperative Agreement with the Bassett Creek Watershed Management Commission. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Crystal City Council hereby authorizes the Mayor and City Manager to sign said amendment. Adopted by the Crystal City Council this 2nd day of April 2019. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 3.5 Memorandum DATE: April 2, 2019 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Becker Park Natural Resources Grant Agreement with Hennepin County Background Earlier this year the City received a grant from Hennepin County’s Natural Resources Grant program for $100,000 for the Becker Park storm water project. The proposed agreement is just the administrative paperwork side of getting the funding. Due to the wide range of grants the City has received for the Becker Park storm water project from a variety of agencies, there are various requirements already on the project. The proposed grant does not add any unreasonable requirements or have cost impacts. This grant was included in all the cost analysis for the Becker Park storm water project funding discussion earlier this spring. Attachment •Natural Resources Grant Agreement for the Becker Park Storm Water Project Recommended Action Motion to approve the resolution authorizing the Natural Resources Grant Agreement for the Becker Park Storm Water Project 3.6 Form 101 (Revised 8/2018) Page 1 of 10 NATURAL RESOURCES GRANT AGREEMENT This Agreement is between the COUNTY OF HENNEPIN, STATE OF MINNESOTA, A-2300 Government Center, Minneapolis, Minnesota 55487, on behalf of the Hennepin County Environment and Energy Department (“DEPARTMENT”), 701 Fourth Avenue South, Minneapolis, Minnesota 55415 ("COUNTY"), and City of Crystal, 4141 Douglas Drive North, Crystal, Minnesota 55422 ("GRANTEE"), a Minnesota government entity. The parties agree as follows: 1. TERM AND COST OF THE AGREEMENT GRANTEE shall furnish services to COUNTY commencing February 5, 2019, and expiring December 31, 2021, unless cancelled or terminated earlier in accordance with the provisions herein. Costs incurred by the GRANTEE after the board approval date shall be eligible for reimbursement upon execution of the agreements; and that the County’s Controller shall be authorized to disburse funds as directed. GRANTEE shall be paid in an amount not to exceed One Hundred Thousand Dollars ($100,000.00) for reimbursable project expenses. Items of cost for which reimbursement is claimed on the Voucher and Practice Certification Summary Form (Attachment A) are to be supported by invoices/receipts for payments and will be verified by the Hennepin County Environment and Energy Department (“DEPARTMENT”) as practical and reasonable. The DEPARTMENT has the authority to make adjustments to the costs submitted for reimbursement. Attachment A with all necessary supporting documentation can only be submitted to the DEPARTMENT on a monthly basis for reimbursement. In no case shall the DEPARTMENT provide cost-share assistance to the GRANTEE for the reapplication of a practice that was removed by the GRANTEE during its effective life, as defined in Attachment B, without consent of the DEPARTMENT or that failed due to improper maintenance. Attachments A and B are attached and incorporated by this reference. Reimbursable expenses are limited to activities relating to the preparation of project specifications and designs and related site construction and restoration work of the installed practices, in kind services, operation and maintenance plans and related consulting and inspection for the Crystal Becker Park Infiltration Project as identified in the Crystal Becker Park Infiltration Project Hennepin County Opportunity Grant application by the City of Crystal dated September 20, 2018. 2. PRACTICES TO BE IMPLEMENTED GRANTEE shall provide the following services: Expenses incurred in performing activities specified in the Hennepin County Natural Resource Grant Application submitted by the GRANTEE and as is further described in Attachment B to this Agreement or as approved by the County. Administrative costs incurred by GRANTEE are not eligible for reimbursement. The conservation practice category for which cost-share is provided is more fully described in Attachment B. 3.6 Form 101 (Revised 8/2018) Page 2 of 10 3. COST-SHARE PAYMENT Cost-share payment shall be made directly to GRANTEE after completion of the practice(s) and upon the presentation of a claim as provided by law governing the COUNTY’s payment of claims and/or invoices. The GRANTEE shall submit invoices for services related to the implementation of practices. Payment shall be made within 45 days from receipt of the invoice. GRANTEE shall not provide services under this Agreement without receiving a purchase order or purchase order number supplied by the COUNTY. All invoices shall display the COUNTY purchase order number and be sent to the central invoice receiving address supplied by the COUNTY. 4. PROFESSIONAL CREDENTIALS INTENTIONALLY OMITTED 5. INDEPENDENT CONTRACTOR GRANTEE shall select the means, method, and manner of performing the services. Nothing is intended nor should be construed as creating or establishing the relationship of a partnership or a joint venture between the parties or as constituting GRANTEE as the agent, representative, or employee of COUNTY for any purpose. GRANTEE is and shall remain an independent contractor for all services performed under this Agreement. GRANTEE shall secure at its own expense all personnel required in performing services under this Agreement. GRANTEE's personnel and/or subcontractors engaged to perform any work or services required by this Agreement will have no contractual relationship with COUNTY and will not be considered employees of COUNTY. COUNTY shall not be responsible for any claims related to or on behalf of any of GRANTEE's personnel, including without limitation, claims that arise out of employment or alleged employment under the Minnesota Unemployment Insurance Law (Minnesota Statutes Chapter 268) or the Minnesota Workers' Compensation Act (Minnesota Statutes Chapter 176), or claims of discrimination arising out of state, local or federal law, against GRANTEE, its officers, agents, contractors, or employees. Such personnel or other persons shall neither accrue nor be entitled to any compensation, rights, or benefits of any kind from COUNTY, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, workers' compensation, unemployment compensation, disability, severance pay, and retirement benefits. 6. NON-DISCRIMINATION In accordance with COUNTY's policies against discrimination, GRANTEE shall not exclude any person from full employment rights nor prohibit participation in or the benefits of any program, service or activity on the grounds of any protected status or class including but not limited to race, color, creed, religion, age, sex, disability, marital status, sexual orientation, public assistance status, or national origin. No person who is protected by applicable federal or state laws against discrimination shall be subjected to discrimination. 7. INDEMNIFICATION GRANTEE 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 GRANTEE, 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 3.6 Form 101 (Revised 8/2018) Page 3 of 10 failure of GRANTEE 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 GRANTEE personnel, the unlawful disclosure and/or use of protected data, or other noncompliance with the requirements of the provisions set forth herein. 8. DATA PRIVACY AND SECURITY A. GRANTEE, its officers, agents, owners, partners, employees, volunteers and subcontractors shall, to the extent applicable, abide by the provisions of the Minnesota Government Data Practices Act, Minnesota Statutes, chapter 13 (MGDPA) and all other applicable state and federal laws, rules, regulations and orders relating to data or the privacy, confidentiality or security of data, which may include the Health Insurance Portability and Accountability Act of 1996 and its implementing regulations (HIPAA). For clarification and not limitation, COUNTY hereby notifies GRANTEE that the requirements of Minnesota Statutes section 13.05, subd. 11, apply to this Agreement. GRANTEE shall promptly notify COUNTY if GRANTEE becomes aware of any potential claims, or facts giving rise to such claims, under the MGDPA or other data, data security, privacy or confidentiality laws, and shall also comply with the other requirements of this Section. Classification of data, including trade secret data, will be determined pursuant to applicable law and, accordingly, merely labeling data as "trade secret" by GRANTEE does not necessarily make the data protected as such under any applicable law. B. In addition to the foregoing MGDPA and other applicable law obligations, GRANTEE shall comply with the following duties and obligations regarding County Data and County Systems (as each term is defined herein). As used herein, "County Data" means any data or information, and any copies thereof, created by GRANTEE or acquired by GRANTEE from or through COUNTY pursuant to this Agreement, including but not limited to handwriting, typewriting, printing, photocopying, photographing, facsimile transmitting, and every other means of recording any form of communication or representation, including electronic media, email, letters, works, pictures, drawings, sounds, videos, or symbols, or combinations thereof. If GRANTEE has access to or possession/control of County Data, GRANTEE shall safeguard and protect the County Data in accordance with generally accepted industry standards, all laws, and all applicable COUNTY policies, rules and direction. To the extent of any inconsistency between accepted industry standards and COUNTY policies, rules and directions, GRANTEE shall notify COUNTY of the inconsistency and follow COUNTY direction. GRANTEE shall immediately notify COUNTY of any known or suspected security breach or unauthorized access to County Data and then comply with all responsive directions provided by COUNTY. The foregoing shall not be construed as eliminating, limiting or otherwise modifying GRANTEE's indemnification obligations herein. 9. DUTY TO NOTIFY GRANTEE shall promptly notify COUNTY of any claim, action, cause of action or litigation brought against GRANTEE, its employees, officers, agents or subcontractors, which arises out of the services described in this Agreement. GRANTEE shall also notify COUNTY whenever GRANTEE has a reasonable basis for believing that 3.6 Form 101 (Revised 8/2018) Page 4 of 10 GRANTEE and/or its employees, officers, agents or subcontractors, and/or COUNTY, might become the subject of a claim, action, cause of action, administrative action, criminal arrest, criminal charge or litigation arising out of and/or related to the services described in this Agreement. 10. ACCESS FOR INSPECTIONS The GRANTEE agrees to acquire written consent from all cost-share grant recipients that the COUNTY, and any duly authorized representatives of the COUNTY, at a time that is mutually agreed upon by the cost-share recipient and the COUNTY, and as often as the COUNTY may reasonably deem necessary, shall have access to and the right to enter the cost-share recipient’s property, for purposes of inspection of the practice identified herein. 11. SUCCESSORS, SUBCONTRACTING AND ASSIGNMENTS GRANTEE shall not assign, transfer or pledge this Agreement and/or the services to be performed, whether in whole or in part, nor assign any monies due or to become due to it without the prior written consent of the COUNTY. A consent to assign shall be subject to such conditions and provisions as the COUNTY may deem necessary, accomplished by execution of a form prepared by the COUNTY and signed by GRANTEE, the assignee and the COUNTY. Permission to assign, however, shall under no circumstances relieve GRANTEE of its liabilities and obligations under the Agreement. 12. 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. B. GRANTEE and/or COUNTY are each bound by its own electronic signature(s) on this Agreement, and each agrees and accepts the electronic signature of the other party. C. Any alterations, variations or modifications of the 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. Except as expressly provided, the substantive legal terms contained in this Agreement including but not limited to Indemnification, Insurance, Merger, Modification and Severability, Default and Cancellation/Termination or Minnesota Law Governs may not be altered, varied, modified or waived by any change order, implementation plan, scope of work, development specification or other development process or document. D. If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining provisions will not be affected. 13. DEFAULT AND CANCELLATION/TERMINATION Should the GRANTEE fail to maintain the practice during its effective life, the GRANTEE is considered to be in default and is liable to the DEPARTMENT for the full amount of financial assistance received to install and establish the practice. The GRANTEE is not liable for cost-share assistance received if the failure was caused by reasons beyond the GRANTEE’s control, or if conservation practices are applied at GRANTEE’s expense that provide equivalent protection of the soil and water resources. 3.6 Form 101 (Revised 8/2018) Page 5 of 10 This Agreement may be canceled with or without cause by either party upon thirty (30) day written notice. If this Agreement expires or is cancelled or terminated, with or without cause, by either party, at any time, GRANTEE shall not be entitled to any payment, fees or other monies except for payments duly invoiced for then delivered In the event GRANTEE has performed work toward a Deliverable that COUNTY has not Accepted at the time of cancellation or termination, GRANTEE hereby expressly acknowledges and agrees that GRANTEE shall not be entitled to any payment for said work including but not limited to incurred costs of performance, termination expenses, profit on the work performed, other costs founded on termination for convenience theories or any other payments, fees, costs or expenses not expressly set forth herein. 14. SURVIVAL OF PROVISIONS Provisions that by their nature are intended to survive the term, cancellation or termination of this Agreement do survive such term, cancellation or termination. Such provisions include, but are not limited to: SERVICES TO BE PROVIDED (as to ownership of property); INDEPENDENT CONTRACTOR; INDEMNIFICATION; DUTY TO NOTIFY;DATA PRIVACY AND SECURITY; DEFAULT AND CANCELLATION/TERMINATION; MEDIA OUTREACH; and MINNESOTA LAWS GOVERN. 15. CONTRACT ADMINISTRATION In order to coordinate the services of GRANTEE with the activities of the Hennepin County Department of Environment and Energy so as to accomplish the purposes of this Agreement, James Kujawa, Senior Environmentalist, 612-348-7338, or successor shall manage this Agreement on behalf of the COUNTY and serve as liaison between the COUNTY and GRANTEE. Mark Ray, 763-531-1160, shall manage the agreement on behalf of GRANTEE. GRANTEE may replace such person but shall immediately give written notice to the COUNTY. 16. COMPLIANCE AND NON-DEBARMENT CERTIFICATION A. GRANTEE shall comply with all applicable federal, state and local statutes, regulations, rules and ordinances currently in force or later enacted. B. If the source or partial source of funds for payment of services under this Agreement is federal, state or other grant monies, GRANTEE shall comply with all applicable conditions of the specific referenced or attached grant. C. GRANTEE certifies that it is not prohibited from doing business with either the federal government or the State of Minnesota as a result of debarment or suspension proceedings. 17. PAPER RECYCLING The COUNTY encourages GRANTEE to develop and implement an office paper and newsprint recycling program. 3.6 Form 101 (Revised 8/2018) Page 6 of 10 18. NOTICES Any notice or demand which must be given or made by a party under this Agreement or any statute or ordinance shall be in writing and shall be sent registered or certified mail. 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 GRANTEE shall be sent to the address stated in the opening paragraph of the Agreement or to the address stated in GRANTEE’s Form W-9 provided to the COUNTY. 19. CONFLICT OF INTEREST GRANTEE affirms that to the best of GRANTEE’s knowledge, GRANTEE’s involvement in this Agreement does not result in a conflict of interest with any party or entity which may be affected by the terms of this Agreement. GRANTEE agrees that, should any conflict or potential conflict of interest become known to GRANTEE, GRANTEE will immediately notify the COUNTY of the conflict or potential conflict, specifying the part of this Agreement giving rise to the conflict or potential conflict, and will advise the COUNTY whether GRANTEE will or will not resign from the other engagement or representation. 20. MEDIA OUTREACH GRANTEE 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, GRANTEE (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. 21. 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. If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining provisions will not be affected. THIS PORTION OF PAGE INTENTIONALLY LEFT BLANK 3.6 Form 101 (Revised 8/2018) Page 7 of 10 COUNTY ADMINISTRATOR APPROVAL Reviewed for COUNTY by the County Attorney's Office: {{Sig_es_:signer3:signature}} {{userstamp3_es_:signer3:stamp}} Reviewed for COUNTY by: {{Sig_es_:signer4:signature}} {{userstamp4_es_:signer4:stamp}} Document Assembled by: {{Sig_es_:signer1:signature}} {{userstamp1_es_:signer1:stamp}} {{Exh_es_:signer1:attachment:label("Attachments")}} COUNTY OF HENNEPIN STATE OF MINNESOTA By: {{Sig_es_:signer5:signature}} {{userstamp5_es_:signer5:stamp}} 3.6 Form 101 (Revised 8/2018) Page 8 of 10 GRANTEE GRANTEE warrants that the person who executed this Agreement is authorized to do so on behalf of GRANTEE as required by applicable articles, bylaws, resolutions or ordinances.* By: {{Sig_es_:signer2:signature}} {{userstamp2_es_:signer2:stamp}} {{ ttl_es_:signer2:title}} *GRANTEE represents and warrants that it has submitted to COUNTY all applicable documentation (articles, bylaws, resolutions or ordinances) that confirms the signatory's delegation of authority. Documentation is not required for a sole proprietorship. 3.6 Form 101 (Revised 8/2018) Page 9 of 10 ATTACHMENT A Hennepin County – Department of Environment and Energy (HCDEE) COST - SHARE VOUCHER & PRACTICE CERTIFICATION FORM A. PAYEE INFORMATION Check if name or address change B. PROJECT INFORMATION Name: I.D. Number: Address: HCDEE Program: Easement Cost-Share Other City, State, & Zip Code: Practice Type (one only) Practice Area(s) Acres Completed: C. COST Basis of Request Type of Request Completion Date: INFORMATION Installation Establishment Reinstallation Partial Final R/I ITEM QUANTITY UNIT UNIT PRICE COST R - Receipted Item/Invoiced Item I - In - Kind Contribution (attach additional sheets as necessary) Total I certify that this is an accurate and true summation of the actual costs and quantities of material, labor, and equipment used on the above project. In cases where the receipts included items not used on the project, I have corrected them accordingly. (Payee Signature) (Date) D. PAYMENT INFORMATION EASEMENT PROGRAMS {(c) cannot exceed (a) - (b)} TOTAL COST OF PRACTICE (from above) (a) Maximum Payment Allowed Program Cost-share Payment: - [from box (c)] (b)Total of Previous Payments: OTHER FUNDING SOURCES (please identify source) (c)Cost -Share Payment Requested - - COST-SHARE PROGRAM {(b) + (c) cannot exceed 75% of (a)} - (a) Total Cost Approved: - (b) Other public funds % LAND OWNER/LAND OCCUPIER COST: (c) HCDEE Share % (Attach additional sheets as necessary) E. HCDEE CERTIFICATION I certify that an inspection has been performed and that the items identified in part C have been completed and are in accordance with the required practice standards and specifications. I certify that I have reviewed this voucher and all supporting information and that to the best of my knowledge and belief, the quantities and billed costs or disbursements are accurate and are in accordance with terms of the program identified. (HCDEE Technical Representative) (Date) (Authorized HCDEE Representative) (Date) 3.6 Form 101 (Revised 8/2018) Page 10 of 10 ATTACHMENT B Crystal Becker Park Infiltration Project Project Summary This project is the installation of a 72,000-sf underground infiltration gallery in Becker Park in the City of Crystal to reduce pollutant loading to a downstream impaired lake, to recharge groundwater, and to help alleviate flooding along a county road corridor. The gallery is designed to infiltrate the first 0.5” of stormwater runoff from a 147-acre mixed use subwatershed with 51% impervious surface that is currently almost entirely untreated. The project will reduce total phosphorus to Upper Twin Lake by an estimated 161 pounds annually and infiltrate an estimated 329 acre-feet per year. The infiltration will help recharge the local aquifers and promote their sustainability. The project will also help relieve street flooding along the Bass Lake Road (Hennepin County Road 10) corridor. Approved Budget Activities Reimbursable expenses are limited to activities relating to installing storm sewer infrastructure to divert and direct surface water to the underground infiltration gallery in Becker Park (as identified in the Crystal Becker Park Infiltration Project Hennepin County Opportunity Grant application by the City of Crystal dated September 20, 2018.) including the preparation of project specifications and designs and related site construction and restoration work of the installed practices, in kind services, operation and maintenance plans and related consulting and inspection. Hennepin County Natural Resource “Opportunity” Grant reimbursements with said work shall not exceed $100,000 reimbursable project expenses. The effective life of this practice is twenty (20) years. Reporting Requirements/Deliverables The following reporting items are required during the project: • Project Design and Specifications • All invoices for consultant and/or contractor work. • Approval of in-kind contributions prior to work. • Certification that the project was installed according to the approved plans and specifications • Operation and Maintenance plans covering the life of the practice. • Final Project Report (see standard template) 3.6 RESOLUTION NO. 2019- _____ AUTHORIZING THE NATURAL RESOURCES GRANT AGREEMENT FOR THE BECKER PARK STORM WATER PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City received a Natural Resources Grant from Hennepin County for the Becker Park Storm Water project; and WHEREAS, entering into an agreement for the Natural Resources Grant program is a requirement of receiving the funding; NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves Natural Resources Grant Agreement from Hennepin County. NOW, THEREFORE, BE IT FURTHER RESOLVED that the Crystal City Council hereby authorizes the Mayor and City Manager to sign said agreement. Adopted by the Crystal City Council this 2nd day of April 2019. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 3.6 DATE: March 28, 2019 TO: Anne Norris, City Manager City of Crystal City Council FROM: Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount LOGIS January & February 2019 support and service $88,660.00 Barr Engineering Co Winnetka Pond Dredging project fees $46,816.50 Metropolitan Council Environ Serv April 2019 waste water service costs $130,159.55 Veit & Company Contractors Winnetka Pond Dredging project fees $639,944.06 West Metro Fire Rescue District March 2019 fire budget allocation $100,522.40 HealthPartners, Inc April Health Insurance premiums $103,852.50 MN PERA Employee and city required contributions for 3/22/19 pay date $59,835.57 $1,169,790.58 Description C:\Users\Ktherres\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\N66WNEZS\Checks over $25000 Memo 5.1 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 1 OF 5 _______________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris (for April 2 Meeting) DATE: March 28, 2019 RE: Consider second reading of an ordinance rezoning property to Planned Development for 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. At the March 19, 2019 City Council meeting the Council approved the first reading of the rezoning to PD and adopted a resolution amending the 2012 CUP. 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 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. COUNCIL STAFF REPORT Expansion of Rivertree School 5.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 2 OF 5 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: 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 5.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 3 OF 5 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. 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. 5.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 4 OF 5 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 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. 5.2 3 733 VERA CRUZ AVENUE NORTH – LAND USE APPLICATIONS PAGE 5 OF 5 (e) Parking is adequately provided for the proposed conditional use. Findings: As described in section B, above, parking is adequately provided for the 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 conditions of approval for the CUP are found in the resolution adopted by the City Council on March 19, 2019. 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 for the expansion of Rivertree School at 3733 Vera Cruz Avenue North. City Council second reading of the ordinance in attachment H rezoning Rivertree School’s property to Planned Development is requested. 5.2 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 5.2 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 B5.2 Site LocaƟ on5.2 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 5.2 5.2 Attachment E 5.2 Attachment F 5.2 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 5.2 5.2 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 5.2 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 5.2 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 5.2 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. 5.2 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) 5.2 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 5.2 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 5.2 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 5.2 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 5.2 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 5.2 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) 5.2 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 5.2 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 5.2 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 5.2 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 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01111111110.50.50.50.50.50.50.20.20.20.20.20.2E1.05.2 559766v2 TJG CR205-30 ORDINANCE NO. 2019 - 01 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. 5.2 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: March 19, 2019 Second Reading and Adoption: ________________________ Publication: ________________________ Effective Date: ________________________ ______________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk 5.2 561553v1 TJG CR225-423 Kennedy Troy J. Gilchrist 470 US Bank Plaza 200 South Sixth Street Minneapolis MN 55402 (612) 337-9214 telephone (612) 337-9310 fax tgilchrist@kennedy-graven.com http://www.kennedy-graven.com & Graven C H A R T E R E D Also: St. Cloud Office 501 W. Germain Street, Suite 304 St. Cloud, MN 56301 (320) 240-8200 telephone MEMORANDUM To: Crystal City Council From: Troy Gilchrist, City Attorney Date: March 26, 2019 (April 2, 2018 Council Meeting) Re: Second Reading of Ordinance Amending Chapters 1 through 9 The City Council is being asked to conduct a second reading of an ordinance making substantive and non-substantive corrections and changes to Chapters 1 through 9 of the City Code. The City Council discussed this matter at its March 5, 2018 worksession and acted to approve the first reading of the ordinance at its March 19, 2019 regular meeting. These amendments reflect changes recommended by staff in preparation for the planned reformatting of the entire code. The proposed amendments to the remaining chapters of the City Code will be included in a separate ordinance. As a reminder, the majority of the amendments are to Chapter 5 (UDC), which includes some substantive changes as previously discussed and summarized in the attached. This amendment also makes changes to incorporate the requirements of the Fire Code with respect to recreational fires and portable fireplaces. The City Council is asked to conduct the second reading and to act to approve the ordinance. The City Council is also asked to act to adopt the resolution approving summary language for publication of the ordinance. 5.3 2 561553v1 TJG CR225-423 5.3 3 561553v1 TJG CR225-423 •Zoning certificate applications: Zoning certificates occupy the middle ground between a building permit and Planning Commission/City Council review Amendment clarifies the purpose of a zoning certificate and when one is required •Amusement centers (i.e. video arcades): These are no longer specifically regulated in Chapter 11 and don’t need to be listed in the UDC •Food trucks: Now regulated in Chapter 13 of city code as “mobile food units” so don’t need to be regulated in the UDC •Parking lots/ramps: Clarifies the difference between parking lots (accessory use) and parking ramps (principal use) UDC amendments 5.3 4 561553v1 TJG CR225-423 •Outdoor storage (cannot exceed any of the three limits below): Commercial district limits would be loosened as follows: 30%50%of the gross floor area of the principal building 20%25%of the area of the property 2,000 5,000 square feet Industrial districts would have new, looser limits instead of having to follow the commercial limits: 100% of the gross floor area of the principal building 50% of the area of the property 10,000 square feet There are built-in protections, such as screening and setbacks, that will protect the city’s aesthetic standards Zoning certificate would be required (currently requires a CUP) •Landscaping: Amendment clarifies landscaping requirements, including for parking lots UDC Amendments (continued) 5.3 5 561553v1 TJG CR225-423 Signs: Amendment allows sandwich board signs Amendment allows off-premise signs for adjacent properties to share (previously a variance was required) For multicolor electronic signs, amendment reduces the minimum time between sign changes from 2 minutes to 60 seconds (current comparison with other cities below) UDC Amendments (continued) 5.3 6 561553v1 TJG CR225-423 Planning Commission Action (Feb. 11): •No one testified at the public hearing or provided written comments •Planning Commission recommended approval of the amendment City Council Action Requested: •Approve first reading of the amendment 5.3 DRAFT 2-27-19 1 557087v1 TJG CR225-423 CITY OF CRYSTAL ORDINANCE #2019-02 AN ORDINANCE REVISING CHAPTERS I THROUGH IX OF THE CRYSTAL CITY CODE The City of Crystal ordains: CHAPTER I AMENDMENTS ARTICLE I. Chapter I, Section 100.07 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 100.07. Official statutes; codes; regulations; and ordinances. References in this code to Minnesota Statutes or Minnesota Rules are to the most current enacting enactment of the Minnesota Statutes or Minnesota Rules and include any amendments made thereto and any successor provisions, unless otherwise provided in this code. References in this code to rules and regulations of state agencies, codes, and ordinances of other municipalities are to the most current enactment of those documents, unless otherwise provided. ARTICLE II. Chapter I, Section 105.01, subdivisions 11 and 14 are hereby amended by deleting the stricken material and adding the double-underlined material as follows, including renumbering the subdivisions as needed: Subd. 11. A reference to an elected or appointed city officer includes the duly authorized representative of that officer. Subd. 14. “Official” means a person elected or appointed to the council, or appointed to a committee or other group created by the city council to serve the city on its behalf. A reference to an elected or appointed city officer or official includes the duly authorized representative of that officer. ARTICLE III. Chapter I, Sections 105.09 and 105.11 are deleted in their entirety. ARTICLE IV. Chapter I, Section 110.07, subdivision 4 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: Subd. 4. Source notes. When an ordinance is integrated into this code, a source note must be added at the end of each new chapter, section, subsection or subdivision indicating the ordinance number and section from which the changed language was derived. Alternatively, the source notes may be compiled into an index placed at the end of each chapter or at the end of this code. 5.3 DRAFT 2-27-19 2 557087v1 TJG CR225-423 CHAPTER II AMENDMENTS ARTICLE V. Chapter II, Section 215.01 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 215.01. General. Elections in the city are conducted in accordance with the general laws of the state of Minnesota, and chapter 4 of the city charter, and Laws 1971, chapter 213, as amended by Laws 1975, chapter 79. ARTICLE VI. Chapter II, Section 215.07 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 215.07. Absentee bBallot counting board. Subdivision 1. Board established. As authorized by Minnesota Statutes, section 203B.13 203B.121, an absentee ballot counting board is established. The board is appointed in the manner provided by law. Subd. 2. Examination of ballots. The absentee ballot counting board is authorized to examine absentee ballot envelopes and receive or reject absentee ballots in the manner provided by Minnesota Statutes, section 203B.12 undertake the duties of such board as prescribed by Minnesota Statues, section 203B.121 and such other law as may apply. Subd. 3. All elections. An absentee ballot counting board must be appointed for each general and special election in the city. CHAPTER III AMENDMENTS ARTICLE VII. Chapter III, Section 311.01, subdivision 3 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: Subd. 3. CCH investigation for approval or denial of a license or permit. The police department is authorized to conduct a CCH Investigation to assist in determining the factual basis for the approval or denial of a city license or permit where the health, safety or welfare of the public is a concern based on the activity regulated and subject to the license or permit. A CCH Investigation is required for the applicant for a license or permit under the following ordinance sections: 1160.11; 1175.17; 1177.07; 1185.03; 1190.11; 1195.15; 1200.09; 1215.11 1110.09; 1120.11; 1125.07; 1130.03; 1135.09; 1140.13; and 1200.13. CHAPTER V AMENDMENTS ARTICLE VIII. Chapter V of the Crystal city code is hereby amended by deleting the stricken material and adding the underlined material as shown on the attached. Sections, subsections, subdivisions, and paragraphs shall be renumbered as needed to accommodate the deletions and additions. Any other non-substantive corrections that may be needed to incorporate these changes into the Crystal city code shall be made. 5.3 DRAFT 2-27-19 3 557087v1 TJG CR225-423 CHAPTER VI AMENDMENTS ARTICLE IX. Chapter VI, Section 600.01, subdivision 1 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 600.01. Public nuisance prohibition. Subdivision. 1. Prohibition. A person must not act, or fail to act, shall not, either through an action or a failure to act, in any manner that is or create, causes, or maintain a public nuisance. For purpose of this section, a person that does any of the following is guilty of creating, causing, or maintaining a public nuisance: (a) Maintains or permits a condition which unreasonably annoys, injures, or endangers the safety, health, morals, comfort or repose of any considerable number of members of the public; (b) Interferes with, obstructs, or renders dangerous for passage, any public highway or right- of-way, or waters used by the public; or (c) Does any other act or omission declared by law or city ordinance to be a public nuisance. CHAPTER VII AMENDMENTS ARTICLE X. Chapter VII, Section 705.09, subdivision 1 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 705.09. Storm water discharge. Subdivision 1. Designation of storm sewers. Storm water and other unpolluted drainage must be discharged to such sewers as are specifically designed as storm sewers, or to a natural outlet approved by the city council. Industrial cooling waters or unpolluted process waters may be discharged upon approval of the city council to a storm sewer, or natural outlet. Discharge of sump pump, footing drain and other runoff-related water into storm sewers is strictly prohibited and any such existing connection shall immediately be disconnected pursuant to Section 730 of this Code. CHAPTER VIII AMENDMENTS ARTICLE XI. Chapter III, Section 311.01, subdivision 3 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: 800.45. Curb cut standards. Subd. 1. Compliance. All curb cuts located within a right-of-way shall meet the standards specified in this subsection. Subd. 2. One-family and two-family dwellings. One-family dwellings and two-family dwellings shall comply with the following requirements: 5.3 DRAFT 2-27-19 4 557087v1 TJG CR225-423 (a) A parcel may have no more than one curb cut regardless of the amount of street frontage. The city manager, upon the recommendation of the director, may find that one additional curb cut may be permitted if the additional curb cut provides access to an existing conforming or lawfully nonconforming structure, such as a garage or paved surface lawfully used for vehicular parking, and that the parcel cannot be put to reasonable use without the additional curb cut. A parcel that has a curb cut on a public street and also abuts a public alley may have one access opening to the alley for use only to access a garage; (b) A two-family dwelling may have a second curb cut, subject to the following requirements and the additional requirements of this section: (1) The curb cuts and driveway approaches shall be at least 10 feet apart; and (2) The total width of the curb cuts shall not exceed 50% of the lot’s street frontage. (bc) The curb cut width shall match the width of the driveway approach at the curb opening, but Iin no circumstance shall a curb cut or any part of a driveway approach exceed 22 feet in width at the curb opening. In the event that a driveway approach is installed or reconstructed to be narrower than the curb cut, then the curb cut shall be narrowed to match the width of the driveway approach. If the curb cut is narrower than the driveway at the property line, then there may be an angled transition in the width of the driveway approach provided that the angle is no more than 45 degrees. If the director determines that, due to setback or topographic constraints, greater width in the boulevard is required for an angled transition to a wider, conforming driveway or lawful auxiliary space on private property, noncompliance with this paragraph may be authorized; (cd) When a property is permitted more than one auxiliary parking space in accordance with this code, the director may approve an additional angled transition in the width of the driveway approach to provide access to such auxiliary space. The additional area must only be on one side of the curb cut, be no more than three feet wider than the curb cut at the edge of the street pavement, and shall have an angle of no more than 45 degrees. The combined width of the driveway approach plus this additional area shall not exceed 22 feet anywhere in the street right-of-way, unless there are setback or topographic constraints that require greater width to provide reasonable access to a conforming driveway or lawful auxiliary space; (de) Two adjacent one-family dwellings or a two family dwelling with two separate driveways may share a single curb cut. In no circumstances shall a shared curb cut exceed 32 feet in width at the curb opening; (ef) Curb cut openings and driveway approaches may be directly adjacent to the lot line extended to the street curb; 5.3 DRAFT 2-27-19 5 557087v1 TJG CR225-423 (fg) A shared curb cut and driveway approach may straddle the common lot line between the properties sharing the curb cut and driveway approach; and (gh) No curb cut or driveway approach access on a collector or arterial street shall be located less than 30 feet from the comer. No curb cut access on a local street shall be located less than 20 feet from the comer. Distances shall be measured from the end of the adjacent intersection curb radius. AMENDMENTS TO CHAPTER IX ARTICLE XII. Chapter IX, Section 905.27, subdivision 1, paragraphs (c) and (e) of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: (c) Recreational fires shall be kept a minimum of 15 25 feet from any structure or combustible materials. (e) Recreational fires shall be constantly attended by the property owner or designated adult until fire is completely extinguished. A garden hose or other adequate means of extinguishment shall be available within 25 15 feet of the fire for emergency purposes. ARTICLE XIII. Chapter IX, Section 910.01, subdivision 6 of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: Subd. 6. Commercial kennel. “Commercial kennel” means any place where dogs or other animals are kept as part of a business involving the raising, selling, boarding, breeding, showing, treating, or grooming of dogs or other animals. The term includes pet shops, animal hospitals, kennels and other similar types of operations. ARTICLE XIV. Chapter IX, Section 910.19, subdivision 2, paragraph (f) of the Crystal city code is hereby amended by deleting the stricken material and adding the double-underlined material as follows: (f) Is required to be quarantined pursuant to Crystal city code, section, 910.25, but is at large. ARTICLE XV. This ordinance is effective upon adoption and 30 days after publication. First Reading: March 19, 2019 Second Reading: __________, 2019 Council Adoption:_________, 2019 Publication: Effective Date: 5.3 DRAFT 2-27-19 6 557087v1 TJG CR225-423 BY THE CITY COUNCIL Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 5.3 561559v1 CR225-423 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2019-__ RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2019-02 WHEREAS, the Crystal City Council adopted Ordinance No. 2019-02 “An Ordinance Revising Chapters I through IX of the Crystal City Code” (“Ordinance”) at its meeting held on April 2, 2019; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE NO. 2019-02 AN ORDINANCE REVISING CHAPTERS I THROUGH IX OF THE CRYSTAL CITY CODE SUMMARY OF ORDINANCE No. 2019-02 Ordinance No. 2019-02 was approved by the city council on April 2, 2019. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk and is available on the city’s website. The ordinance makes substantive and non-substantive changes and corrections to various sections within Chapters I and XI of the Crystal City Code. The substantive changes are mostly contained in Chapter V, the Unified Development Code, and involve signage, the time of electronic sign messages, outdoor storage restrictions, and parking lot landscaping requirements. The ordinance also addresses curb cuts for multi-family dwellings. A copy of the full ordinance is available on the City’s website. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: 1. Publish the approved summary language once in the City’s official newspaper; 2. Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 5.3 2 561559v1 CR225-423 3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4. Incorporate the text of the Ordinance into the Crystal City Code; and 5. Post the updated Crystal City Code on the City’s website. Adopted this 2nd day of April, 2019. BY THE CITY COUNCIL _________________________________ Jim Adams, Mayor ATTEST: ________________________________ Christina Serres, City Clerk 5.3 AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL • WORK SESSION • TUESDAY, APRIL 2, 2019 FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING CRYSTAL CITY HALL CONFERENCE ROOM A 1. Call to order * 2. Roll call * 3. Presentation and discussion - draft 2018 Annual Report * 4. Presentation and discussion - Bass Lake Road streetscape follow-up items * 5. Presentation and discussion - potential 2019 property sales (4824 56th, 4741 Welcome, 5565 Vera Cruz and 5417 35th) * 6. Adjournment * *Items for which no materials are included in the packet