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2020.01.21 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: January 17, 2020 City Council Meeting Schedule Tuesday, January 21, 2020 Time Type of meeting Location 6:00 p.m. Citizen Input Time Conference Room A 6:45 p.m. City Council Work Session to discuss:  City manager monthly check-in.  Constituent issues.  New business.  Announcements. Conference Room A 7:00 p.m. City Council Meeting Council Chambers Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: January 17, 2020 City Council Work Session Agenda January 21, 2020 6:45 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 January 21, 2020 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council Members Staff ____ Banks ____ Therres ____ Budziszewski ____ Gilchrist ____ Deshler ____ Serres ____ Kiser ____ Revering ____ LaRoche ____ Parsons ____ Adams II. Agenda The purpose of the work session is to discuss the following agenda items: 1. City manager monthly check-in. 2. Constituent issues update. * 3. New business.* 4. Announcements.* III. Adjournment The work session adjourned at ______ p.m. *Denotes no supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531- 1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov CITY MANAGER WORK PLAN MONTHLY CHECK IN – JANUARY 2020 Objectives: - Operational planning for achievement of Council goals: o Thriving Business Climate  City Code update complete – goes into effect 1/11/20  Open To Business assistance regularly available  1/9/20 EDA Work Session discussion about redevelopment potential – Bass Lake Road/West Broadway area o Create Strong Neighborhoods  Code enforcement – on-going  Implementation of Master Parks System Plan – Becker Park improvement project construction nearing completion  Home improvement loans/rebates available through CEE  Remaining EDA lots – future EDA work session discussion o Fiscally sound and stable policies and practices:  Long term financial planning:  Long term plan approved 10/15/19 and revised based on 2020 budget revisions as approved 12/17/19  Public safety facility – design in progress  Mayor – podcast and CCX interview – Financial Vision o Build inclusive community so all feel welcome  Communications coordinator attending Police Multi-Cultural Advisory Committee  Evaluating training options for senior staff/staff for 2020  2020 Census – staff has variety of outreach planned  2020 Frolics programming in progress o Monthly check in with Council - Facilitative leadership and vision – update shared vision and common goals o Clarified vision expectations – shared between elected officials and city manager o Will update goals after 2019 evaluation meeting (2/13/20) Page 1 of 4 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov City Council Meeting Agenda Tuesday, January 21, 2020 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. Appearances 3.1. Chief Revering will introduce K9 Officer Selin and K9 Leo. * 4. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 4.1. Approval of the minutes from the following meetings: a. The City Council meeting on January 7, 2020. b. The City Council work session on January 7, 2020. 4.2. Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3. Approval of a resolution adopting the City Council rules. 4.4. Approval of a resolution establishing an Absentee Ballot Board for the 2020 Presidential Nomination Primary election. 4.5. Approval of a resolution to rescind no parking restrictions on a portion of W. Broadway Avenue. 5. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas.) Crystal City Council Meeting Agenda January 21, 2020 Page 2 of 4 6. Public Hearings 6.1. The Mayor will open a public hearing to receive comment, and the Council will consider a resolution vacating the alley south of 6023 42nd Avenue North. This alley was dedicated in two parts, by recorded document in 1957 and by plat in 1963. The City Council approved vacating the alley in 1978 but the documents were never recorded. The alley has never been constructed and the city has no plans to do that. If vacated, the alley would revert to being part of 6023 – 42nd Avenue North and would be landscaped along with the rest of the Tumble Fresh property. After holding the public hearing, recommend adoption of the resolution vacating the alley. 7. Regular Agenda 7.1. 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. 7.2. The Council will consider approving a site plan for a proposed Tumble Fresh Laundry at 6023 42nd Avenue North. Linn Investment Properties is proposing to buy 6023 – 42nd Avenue North, demolish the existing building and construct a new 4,700 square foot Tumble Fresh laundry on the site. At its January 13 meeting, the Planning Commission held a public hearing on the proposed site plan and recommended approval of it subject to the findings and conditions outlined in the staff report. 7.3. The Council will consider first reading of an ordinance rezoning 3501 Douglas Drive North to Planned Development for a proposed Hampton Companies 32-unit assisted living facility. Hampton Companies is proposing to purchase the property at 3501 Douglas Drive and five adjacent parcels, demolish the existing buildings and construct a new 21,000 square foot, 32- unit assisted living and memory care facility. At its January 13 meeting, the Planning Commission held a public hearing on the proposed rezoning and recommended approval of the first reading of the ordinance rezoning this site, subject to the findings and conditions outlined in the staff report. 7.4. The Council will consider a resolution approving a conditional use permit and variances for a proposed telecommunications tower at 3200 Vera Cruz Avenue North. Verizon is proposing to lease a portion of the city property at 3200 Vera Cruz Avenue North to construct at 100-foot-tall cell tower to fill a verified gap in coverage. A conditional use permit and two variances are required for the proposed tower. If the project is approved, construction of the tower is anticipated in 2020 or 2021. At its November 18 meeting, the Planning Commission held a public hearing on the conditional use permit and variances and recommended approval, subject to the findings and conditions outlined in the staff report. Crystal City Council Meeting Agenda January 21, 2020 Page 3 of 4 7.5. The Council will consider a resolution approving a lease agreement with Verizon for a proposed telecommunications tower at 3200 Vera Cruz Avenue North. If the City Council approves the conditional use permit and variances in Item 7.4, the next step is to authorize a land lease for the cell tower. The negotiated terms include Verizon paying the city an annual payment of $28,000 with a 2.5% annual inflator. If Verizon leases use of the tower to other carriers, Verizon will pay the city 50% of that lease amount or $6,000 per year, whichever is greater. The lease term is five years with automatic renewals in five year intervals up to a total of 25 years, at which point the lease would be renegotiated. Recommend approval of the resolution authorizing execution of the lease agreement with Verizon Wireless. 7.6. The Council will consider a resolution approving the plans and specifications and order the advertisement for bids for the 2020 Street Mill and Overlay Project. The 2020 street maintenance project includes selected city streets between Winnetka and Vera Cruz, generally south of 36th Avenue. The project includes mill and overlay, concrete curb and gutter repairs and pedestrian curb ramp replacements and the reconstruction of a 140-foot segment of Florida Avenue just south of 36th Avenue. All of the project will be paid for through the Street Maintenance fund and a small reimbursement from the city of New Hope. In order to keep the project on schedule for 2020 construction, recommend approval of the plans and specifications and advertising for bids for this project. 7.7. The Council will consider a resolution approving the purchase of replacement police vehicles. The 2020 Police Equipment capital fund includes the replacement of 4 police vehicles. Recommend approval of the purchase of these replacement vehicles. 7.8. The Council will consider a resolution hiring a roofing company to put a metal roof over leaking skylights at the Crystal Community Center. The Building Fund includes $145,000 for repair of leaking skylights at the Community Center. Rather than repairing or replacing the skylights, staff is recommending installation of insulated panels and roofing over the skylights. The total cost (including engineering) for this project is $163, 402. While this is over the budgeted amount, there are two other projects that came in $31,000 under budget and will be used to make up the $18,402 difference. Recommend approval of this necessary repair expense. Crystal City Council Meeting Agenda January 21, 2020 Page 4 of 4 8. Announcements a. The next City Council meeting is Tuesday, February 4 at 7 p.m. in the Council Chambers at City Hall. b. The Crystal Business Association meets Wednesday, February 19 at 8:30 a.m. at St. Therese, 8000 Bass Lake Road, New Hope. c. Local organizations are invited to lead the pledge at City Council meetings; contact city staff for information. d. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 9. Adjournment * Denotes no supporting information included in the packet. Have a great weekend – reminder that City offices are closed on Monday, January 20 in observance of the Martin Luther King, Jr. holiday. Kim Therres will be attending Tuesday’s meeting as acting manager. Crystal City Council meeting minutes Jan. 7, 2020 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 Jan. 7, 2020 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 Call Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, City Attorney T. Gilchrist, Community Development Director J. Sutter, Public Works Director/City Engineer M. Ray, Police Chief S. Revering and City Clerk C. Serres. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member Deshler and seconded by Council Member Parsons to approve the agenda. Motion carried. 3.Appearances 3.1 Presentation of Crystal Sparkle awards by Assistant City Manager Kim Therres. •First place winner – George and Orla McClure, 6324 Fairview Ave. N. •Second place winner – Karen Lincoln, 4706 Xenia Ave. N. 3.2 Mayor Adams recognized the Community Outreach Task Force. 4.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a.The City Council meeting on December 17, 2019. b.The City Council work session on December 17, 2019. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Approval of Resolution No. 2020-01, accepting the following donation: a.$50 from Sheila and Chris Martin in memory of Louis Arabanos for Bassett Creek Park. 4.4 Approval of designating the Sun Post as the primary legal newspaper and the Star Tribune as the secondary legal newspaper for the City of Crystal in 2020. 4.1(a) Crystal City Council meeting minutes Jan. 7, 2020 Page 2 of 5 4.5 Approval of the following annual city appointments for 2020: a. Hennepin County Recycling Group (HRG): City Manager Anne Norris b. Local Government Information Systems (LOGIS) Board Member and alternate: City Manager Anne Norris and Assistant City Manager Kim Therres c. Northwest Suburbs Cable Communications Commission members: Council Member Julie Deshler and City Manager Anne Norris d. Pets Under Police Security (PUPS) Board Member and alternate: Deputy Police Chief Brian Hubbard and Police Chief Stephanie Revering 4.6 Approval of a resolution adopting the city intersection control map. Moved by Council Member Deshler and seconded by Council Member LaRoche to approve the consent agenda, but remove item #4.6 and move it to the beginning of the regular agenda. Motion carried. 5. Open Forum No public comment was given during open forum. 6. Regular Agenda 6.1 The Council considered a resolution adopting the city intersection control map. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Deshler and seconded by Council Member LaRoche to approve the city intersection control map. RESOLUTION NO. 2020 – 02 RESOLUTION ADOPTING THE CITY INTERSECTION CONTROL MAP Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.2 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 Banks to approve the list of disbursements over $25,000. Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried. 6.3 The Council considered a resolution designating Wells Fargo Bank, N.A. – Crystal Branch as the City’s official depository, Wells Fargo Securities, RBC Dain Rauscher, PMA Financial Network/Securities, Inc. 4M and Wells Fargo Advisory as investment brokers, and Wells Fargo Brokerage Services for Safekeeping of investment securities for the year 2020. 4.1(a) Crystal City Council meeting minutes Jan. 7, 2020 Page 3 of 5 City Manager Anne Norris addressed the council. Moved by Council Member Parsons and seconded by Council Member Kiser to adopt the following resolution: RESOLUTION NO. 2020 – 03 RESOLUTION DESIGNATING DEPOSITORIES OF THE CITY OF CRYSTAL FOR 2020 Voting aye: Adams, Banks, Deshler, Kiser, LaRoche and Parsons. Abstention: Budziszewski. Motion carried, resolution declared adopted. 6.4 The Council considered the following annual Council appointments for 2020: a. Mayor Pro Tem: Council Member Deshler. b. Council liaison to Environmental Quality Commission: Council Member Kiser. c. Council liaison to Parks and Recreation Commission: Council Member Budziszewski. d. Council liaison to Planning Commission: Council Member Banks. e. Council representative to the Quad Cities Beyond the Yellow Ribbon Committee: Council Member Deshler. Moved by Mayor Adams and seconded by Council Member LaRoche to approve the above-listed Council appointments for 2020. Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried. 6.5 The Council considered a resolution approving the purchase of a replacement air compressor. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2020 – 04 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT AIR COMPRESSOR Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.6 The Council considered a resolution approving the purchase of a replacement large area mower. Public Works Director/City Engineer Mark Ray addressed the council. 4.1(a) Crystal City Council meeting minutes Jan. 7, 2020 Page 4 of 5 Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2020 – 05 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT LARGE AREA MOWER Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.7 The Council considered a resolution approving the purchase of a replacement parks pickup truck. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2020 – 06 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT PARKS PICKUP TRUCK Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.8 The Council considered a resolution approving the purchase of a replacement roller. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2020 – 07 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT ROLLER Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.9 The Council considered a resolution approving the purchase of a replacement dump truck and attachments. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: 4.1(a) Crystal City Council meeting minutes Jan. 7, 2020 Page 5 of 5 RESOLUTION NO. 2020 – 08 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT DUMP TRUCK AND ATTACHMENTS Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 6.10 The Council considered a resolution approving the purchase of a replacement tack trailer. Public Works Director/City Engineer Mark Ray addressed the council. Moved by Council Member Budziszewski and seconded by Council Member Banks to adopt the following resolution: RESOLUTION NO. 2020 – 09 RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT TACK TRAILER Voting aye: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. Motion carried, resolution declared adopted. 7. Announcements The Council made several announcements about upcoming events. 8. Adjournment Moved by Council Member Budziszewski and seconded by Council Member LaRoche to adjourn the meeting. Motion carried. The meeting adjourned at 7:36 p.m. _____________________________________ Jim Adams, Mayor ATTEST: __________________________________ Chrissy Serres, City Clerk 4.1(a) Crystal City Council work session minutes January 7, 2020 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 January 7, 2020 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: Adams, Banks, Budziszewski, Deshler, Kiser, LaRoche and Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources Manager K. Therres, City Attorney T. Gilchrist, Public Works Director/City Engineer M. Ray, Police Chief S. Revering and City Clerk C. Serres. II.Agenda The Council and staff discussed the following items: 1.Annual review of Council rules. 2.Constituent issues update. 3.New business. 4.Announcements. III.Adjournment The work session adjourned at 6:38 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(b) Page 1 of 2 City of Crystal Council Meeting January 21, 2020 Applications for City License Rental – New 3235 Winnetka Ave. N. – Travis Spande (Conditional) 6908 35th Pl. N. – RESI SFR Sub LLC (Conditional) 6826 36th Ave. N. – RESI SFR Sub LLC (Conditional) Rental – Renewal 5232 Angeline Ct. N. – Emanuel Ruedenberg 5340 Byron Ave. N. – Byron Bohlsen 3817-3819 Colorado Ave. N. – Robert Anderson (Conditional) 4321 Colorado Ave. N. – James and Alice Baker 4640-4646 Douglas Dr. N. – Richard C. Wilson (Conditional) 3948 Idaho Ave. N. – IH2 Property Illinois, LP (Conditional) 2726-2728 Jersey Ave. N. – Thomas and Alice Conover (Conditional) 4856 Jersey Ave. N. – Equity Trust Company (Conditional) 5204 Jersey Ave. N. – Felix and Sarah Volzing 4041 Kentucky Ave. N. – Reid Kinde (Conditional) 5737 Kentucky Ave. N. – Kentucky Villa Apartments (Conditional) 5342 Louisiana Ave. N. – Steven Madore (Conditional) 5413 Maryland Ave. N. – Ling Feng (Conditional) 3533 Quail Ave. N. – Home Properties LLC (Conditional) 5525 Regent Ave. N. – Endura Properties – Crystal (Conditional) 5424 Toledo Ave. N. – JDA Group LLC 5557 Unity Ave. N. – Community Involvement Programs (Conditional) 4507 Vera Cruz Ave. N. – Michael Hillenbrand 3317 Welcome Ave. N. – Daniel and Angelica Gil (Conditional) 5840 West Broadway – 1321 7th St LLC 5930/40/50 West Broadway – Krystal Kourt LLC (Conditional) 3612 Yates Ave. N. – David Cheng (Conditional) 4856 Yates Ave. N. – JDA Group LLC 3149 Yukon Ave. N. – Home Share (Conditional) 3426 Zane Ave. N. – Equity Trust Company (Conditional) 6000-6002 36th Ave. N. – Grandkinder LLC (Conditional) 6402 36th Ave. N. – Stewart Nigg (Conditional) 7201 36th Ave. N. – Valley Place Apartments (Conditional) 6802 37th Ave. N. – Kevin Kreatz (Conditional) 5317 48th Ave. N. – Crystal Clear Investments (Conditional) 6424 50th Ave. N. – Deanna Lynn Reiss (Conditional) 7019 50th Ave. N. – A C Reger 5029 53rd Ave. N. – Exceptional Homes Remodeling Inc (Conditional) 6922 58th Ave. N. – Cosco Property 4 (Conditional) 6712 60th Ave. N. – Pranab Chatterjee Tree Trimmer Arbor Design Tree Service P O Box 290298 Brooklyn Center, MN 55429 Midwest Tree Experts P O Box 61 Chaska, MN 55318 4.2 Page 2 of 2 Neighborhood Tree Care 655 59th Ave Fridley, MN 55432 North Star Tree Care 11951 Lake Road Pierz, MN 56364 Pioneer Tree and Landscape 32294 93rd Street Pierz, MN 56364 Premier Tree Service 8588 260th Ave Pierz, MN 56364 4.2 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3 COUNCIL STAFF REPORT Consent Agenda: January 21, 2020 Council Meeting Resolution establishing an Absentee Ballot Board for the 2020 Presidential Nomination Primary election DATE: January 15, 2020 FROM: City Clerk Chrissy Serres TO: Mayor and City Council CC: City Manager Anne Norris RE: Absentee Ballot Board for the 2020 Presidential Nomination Primary election Background The City of Crystal is designated by Hennepin County to administer absentee ballots for Crystal voters. The general purpose of an Absentee Ballot Board is to accept, reject, and count ballots submitted by voters who have applied to vote by absentee ballot. Minnesota Election Law 203B.121 requires the governing body of each municipality with responsibility to accept and reject absentee ballots to establish a ballot board. The law also allows for deputy city clerks to be members of the Absentee Ballot Board if they have been trained in the handling of absentee ballots. The following individuals are requested to be appointed as deputy clerks to the Absentee Ballot Board for the purposes of accepting and rejecting absentee ballots for the 2020 Presidential Nomination Primary election: Terri Fleck Kalli Olek Gail Petschl Tracy Thorstenson Chee Yang Lastly, Hennepin County will be acting on behalf of the City of Crystal as part of our Absentee Ballot Board and are also named in the attached resolution. Council action requested Approval of the resolution establishing an Absentee Ballot Board for the 2020 Presidential Nomination Primary election. 4.4 RESOLUTION NO. 2020 – _______ ESTABLISHING AN ABSENTEE BALLOT BOARD FOR THE 2020 PRESIDENTIAL NOMINATION PRIMARY ELECTION WHEREAS, the City of Crystal is required by Minnesota Statutes, Section 203B.121, Subd. 1 to establish an absentee ballot board to process, accept and reject absentee ballots; and WHEREAS, Minnesota Statutes, Section 203B.121, Subd. 1 allows for deputy clerks trained in the processing of absentee ballots to serve on the board. NOW, THEREFORE, BE IT RESOLVED by the Crystal City Council that the individuals named in Exhibit A and on file in the city clerk’s office be appointed to the City of Crystal’s Absentee Ballot Board for the 2020 Presidential Nomination Primary election. BE IT FURTHER RESOLVED that the Crystal City Council also appoints other individuals and all members appointed to the Hennepin County Absentee Ballot Board as authorized under Minnesota Statutes, Section 204B.21, Subd. 2 under the direction of the Election Manager to serve as members of the Crystal Absentee Ballot Board; and BE IT FURTHER RESOLVED that the city clerk is, with this, authorized to make any substitutions or additions as deemed necessary. Dated this 21st day of January, 2020. By:_________________________ Jim Adams, Mayor ATTEST: ________________________________ Chrissy Serres, City Clerk 4.4 EXHIBIT A Absentee Ballot Board Appointments Terri Fleck Kalli Olek Gail Petschl Tracy Thorstensen Chrissy Serres Chee Yang 4.4 Memorandum DATE: January 21, 2020 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Rescinding parking restrictions in front of 4900 West Broadway Summary This winter the City was contacted by a resident regarding the parking restrictions directly in front of Steve-O’s on W. Broadway. The question was raised about why those parking restrictions were there and if they were needed. Currently, no parking is permitted between 7-9am and 4-6pm Monday through Friday. Staff looked into the history of the parking restrictions and Hennepin County was able to dig up the records. The request for the installation of the no parking signs came from the City on October 22, 1985 and Steve-O’s consented to the restrictions. While no specific details were included as to why the restriction was requested, based on historical aerial images it is possible to see that Welcome Ave used to connect to W. Broadway much closer to the Steve-O’s driveway (see Figure 1). It makes sense that the parking restrictions were requested to improve sight lines during peak hour travel times. With the intersection of Welcome Ave and W. Broadway being re-aligned, these parking restrictions do not provide the same benefit they once did. Parking Summary While the time restrictions will be removed from this area, the normal city-wide overtime no on-street parking restrictions will still apply. Attachment: •1985 letter requesting the parking restrictions Recommended Action Motion to approve the resolution rescinding the parking restrictions on in front of 4900 West Broadway. Figure 1: 2000 Aerial view of the intersection 4.5 #427 4.5 4.5 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2020 - ______ RESCINDING PARKING RESTRICTIONS IN FRONT OF 4900 WEST BROADWAY WHEREAS, the City Council has the power and authority, pursuant to State Statute Chapter 169.06, Subd. 3., to place and maintain traffic control devices on City streets to regulate traffic; and WHEREAS, Hennepin County has requested that the Crystal City Council take official action regarding this request on Hennepin County Highway 8 (West Broadway Ave); and WHEREAS, all traffic control shall conform to the state manual and specifications for traffic control devices; and WHEREAS, the City has completed an engineering study of the corridor which recommended the rescinding of the on-street parking prohibition; and WHEREAS, per City Code the on-street parking will still be prohibited between 2 AM and 5 AM; NOW, THEREFORE, BE IT RESOLVED that the City hereby rescinds the parking restriction of any vehicles or equipment in front of 4900 West Broadway from 7 to 9 am and 4 to 6pm on weekdays. Adopted by the Crystal City Council this 21st day of January, 2020. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 4.5 ______________________________________________________________________ FROM: Dan Olson, City Planner ______________________________________________________________________ TO: Anne Norris, City Manager (for January 21 Meeting) D ATE: January 16, 2020 RE: PUBLIC HEARING: Consider adoption of a resolution approving a vacation of the alley behind 6023 – 42nd Avenue North A.BACKGROUND The City Council is being asked to adopt a resolution in attachment A to vacate an alley within the Bouchard’s Addition plat, which is the plat for the property at 6023 – 42nd Avenue. Linn Investment Properties is proposing to purchase the property and construct a new Tumble Fresh laundry on the site (see agenda item 7.2). 2018 Aerial Photo: COUNCIL STAFF REPORT Vacate Alley at 6023 - 42nd Avenue North 6.1 Attachment: A. Resolution B. PROPOSED VACATION OF ALLEY The alley was dedicated on the Bouchard’s Addition plat when it was approved by the City Council in 1963. A tiny portion of the alley entrance, lying within the Glenwood Manor plat approved by the City Council in 1920, was dedicated by easement in 1957. The alley has never been constructed and the city has no plans to do so. In 1978 the City Council approved the vacation of the alley, but it was not properly recorded with Hennepin County and so remains in place. Linn Investment Properties is requesting that the alley be vacated so the land can be incorporated into their site plan for the proposed Tumble Fresh laundry. Notice of the January 21 public hearing was published in the Sun Post on January 9, and mailed to two residents adjacent to the alley and four utility companies: Comcast, CenterPoint Energy, Xcel Energy, and CenturyLink. CenterPoint Energy and Comcast have responded by saying they have no objections to the alley being vacated, while Xcel and CenturyLink have not responded. C. REQUESTED ACTION City staff recommends that the alley located within the Bouchard’s Addition plat be vacated. City Council motion to approve the proposed resolution (attachment A) is requested. 6.1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2020-_____ RESOLUTION VACATING AN ALLEY WITHIN THE PLATS OF BOUCHARD’S ADDITION AND GLENWOOD MANOR WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, pursuant to Minnesota Statutes, section 412.851, the City scheduled a public hearing on January 21, 2020 to consider vacating a platted alley, which is legally described on the attached Exhibit A and depicted on the attached Exhibit B; and WHEREAS, on January 21, 2020, after notice being provided, the City Council held the public hearing on the proposed vacation during which all interested parties were heard; and WHEREAS, the City has the authority, pursuant to Minnesota Statutes, section 412.851, to vacate public right-of-way, including alleys, or any portion thereof if it appears in the interest of the public to do so; and WHEREAS, following the public hearing, the City determined that there is no continuing public need for the alley described and depicted herein, and that vacating said alley is in the public interest. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1.The alley legally described on the attached Exhibit A and depicted on the attached Exhibit B is hereby vacated. 2.City staff is hereby authorized and directed to prepare and present to the Hennepin County auditor a notice that the City has completed these vacation proceedings. Said notice shall be recorded with the Hennepin County recorder. 3.City staff is hereby authorized and directed to take any additional steps necessary to effectuate the intent of this resolution. Adopted by the Crystal City Council this 21st day of January, 2020. ____________________________ Jim Adams, Mayor ATTEST:___________________________ Chrissy Serres, City Clerk Attachment A 6.1 A-1 EXHIBIT A Legal Description of Vacated Alley That part of the alley as platted in and lying along the southern property boundary of Lot 1, Block, 1, Bouchard’s Addition, Hennepin County, Minnesota. That part of the alley described as the Southerly 16 feet of the Easterly 16.57 feet of Lot 18, Glenwood Manor, Hennepin County, Minnesota. 6.1 B-1 EXHIBIT B Depiction of Vacated Alley 6.1 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) Jan 09, 2020 - 10:59am - User:msalo L:\PROJECTS\21978\CAD\Survey\Exhibits\Easement Vacation.dwgApproved: Drawn: Sheet Number Project No. Designed: Rev.: Date: Issued: Linn Investment Properties, LLC Tumble Fresh Coin Laundry 6023 42nd Ave, N. Crystal, MN ALLEY VACATION - MMC MRS 12/19/2019 1/1 21978 DENOTES RIGHT OF WAY TO BE VACATED VACATED ALLEY DESCRIPTION The alley as platted in and lying along the Southerly boundary of Lot 1, Block 1, Bouchard's Addition; and the Southerly 16 feet of the Easterly 16.57 feet of Lot 18, Glenwood Manor. 0 NORTH SCALE IN FEET 40 80 VICINITY MAP SITE N.T.S. 6.1 DATE:January 16, 2020 TO:Anne Norris, City Manager City of Crystal City Council FROM:Jean McGann, Contracted Finance Director RE:Expenditures over $25,000 Payee Amount MN PERA Employee and city required contributions for 12/27/19 pay date $59,853.54 Bassett Creek WMC Annual member assessment for 2020 $29,062.00 LOGIS Network services, application support & system development $73,352.62 Shingle Creek WMC Annual member assessment for 2020 $28,835.55 UHL Company, Inc.Installation of LED Lights in gym & quarterly HVAC maintenance $27,484.25 Wold Architects & Engineers New public safety building schematic design $35,795.02 $254,382.98 Description C:\Users\anorris\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\0QH6QGSO\Checks over $25000 Memo (003) 7.1 6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION PAGE 1 OF 5 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for January 21 Meeting) DATE: January 16, 2020 RE: Consider approval of a site plan review request from Linn Investment Properties for a new Tumble Fresh laundry at 6023 – 42nd Avenue North A.BACKGROUND Linn Investment Properties is proposing to purchase the property at 6023 – 42nd Avenue North, demolish the existing Sweet Taste of Italy restaurant building, and then construct a new Tumble Fresh laundry on the 28,500 square foot (0.6 acre) property. The property is zoned Commercial and personal services such as laundries are a permitted use within that zoning district. However, the city’s unified development code (UDC) requires site plan review and approval for the new building and site improvements. Notice of the January 13 public hearing was published in the Sun Post on January 2, mailed to owners within 500 feet (see attachment A), and posted to the Fair and Welcome neighborhoods on Nextdoor. 2018 Aerial Photo: COUNCIL STAFF REPORT Site plan review for Tumble Fresh laundry 7.2 6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION PAGE 2 OF 5 Attachments: A.Site location map showing public hearing notification area B.Existing zoning map C.Property photos D.Comment letter from neighboring property owner E.Project narrative and example photos submitted by applicant F.Letter to 4170 Brunswick Avenue regarding fence G.Site plan (18 sheets) B.SITE PLAN REVIEW Existing use – The property is the site of a 1,250 square foot commercial building constructed in 1963 and most recently operating as the Sweet Taste of Italy restaurant. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: •North – Across 42nd Avenue are businesses zoned Commercial •East – Liquor store and single-family home (both zoned Commercial) •West – Theater building zoned Commercial •South – Single-family homes zoned Low Density Residential (R-1) Proposed use - The applicant is proposing to demolish the existing building and then construct an approximately 4,700 square foot Tumble Fresh laundry with an associated parking lot. In addition, the applicant will be requesting that the platted alley along the southern property line be vacated by the City Council and the land be incorporated into the site. The alley has never been constructed and the city has no plans to do so. The following are the notable site plan elements for this development: •Building setbacks. The proposed building meets setback requirements in the Commercial district. The building will be approximately 15 feet from the property line along 42nd Avenue. •Parking. The site plan shows 25 parking spaces to serve the proposed building, which meets the number of spaces required by the UDC. The parking lot also meets UDC requirements for setbacks and aisle dimensions. •Stormwater management and erosion control measures. The site plan provides for a stormwater infiltration basin behind the proposed building. The percentage of impervious surface on the property will decrease from 82% to 56% (the maximum coverage is 85% for the commercial zoning district). During building construction, the city will require erosion control techniques to be used on-site including silt fences, rock construction entrances, and inlet protection. •Utilities. The applicant is proposing to construct a new 6” water main parallel to 42nd Avenue from Adair Avenue to Brunswick Avenue. This new water main will connect to an existing water main dead end in Adair. Once the new water main is constructed, the applicant will connect to it to provide a water service connection 7.2 6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION PAGE 3 OF 5 to the proposed building. The portion of the new water main parallel to 42nd will be owned and maintained by the city. This method of construction is preferred due to the cost of tapping into the concrete main in 42nd Avenue. The service connection will cross the property at 6001 – 42nd Avenue (Adair Liquors). The two property owners at 6001 – 42nd and 6023 – 42nd have agreed to provide a drainage and utility easement to the city for this water main. The dedication of this easement has been made a condition of approval of the site plan. • Access and circulation. The site plan shows that the property will continue to have two driveway accesses: one off of 42nd Avenue and the other off of Brunswick. 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 “exterior insulation finishing system” (EIFS) with brick accents. These materials meet the city’s requirements. A color rending of the proposed building is attachment G. • Landscaping. Currently there are no trees on the property. The landscape plan shows the new tree species to be planted as Thornless Honeylocust, Swamp W hite Oak, American Linden, Princeton Elm, Norway Spruce, W hite Pine, and Japanese Tree Lilac. The applicant proposes to plant three varieties of shrubs. • Screening. Trash and recycling receptacles will be screened by a dumpster enclosure behind the building. The only ground mechanical equipment is a transformer that will be screened with landscaping. The applicant is proposing to screen the parking lot from the residential area to south with landscaping, including shrubs and trees. • Fence requested by adjacent owner. Attachment D is a letter from a neighboring resident at 4170 Brunswick suggesting that a fence be installed on top of a reconstructed retaining wall to screen the commercial use from her property. Staff spoke with this resident to explain that the existing retaining wall is located within the alley that is proposed to be vacated and incorporated within the property. The applicant is proposing to remove the retaining wall, regrade the area, and then plant sod in the area that is now the alley. Staff has added a condition of approval that grading of the site cannot create adverse conditions for 4170 Brunswick. The UDC requires screening of commercial parking lots from residential properties, but does not require a specific type of screening. Staff believes that the landscaping sufficiently screens the parking lot, therefore meeting the site plan criteria that residential uses are adequately protected (see section C, below). In addition, the property owner at 4170 Brunswick Avenue has the option of installing a fence on her property. At the January 13, 2020 Planning Commission meeting, the Commission concurred with staff and declined to require the construction of a fence as a condition of approval of the rezoning. The applicant offered to reimburse the owner of 4170 Brunswick up to $2,000 toward the cost of a new fence, and the Commission directed staff to connect the applicant with the resident to work out details about fence construction. A copy of a letter the applicant would send to this property owner is attachment F. Notwithstanding the 7.2 6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION PAGE 4 OF 5 Planning Commission recommendation, the City Council could find that the fence is necessary to meet the above criteria related to protecting adjacent residential uses and add a condition of approval of the site plan that a fence be installed by Tumble Fresh on its property. • Exterior Lighting. There are no existing light poles on the property. Three new poles will be installed. This lighting meets the city’s requirements. • Pedestrian connections. There is an existing sidewalk along 42nd Avenue that allows for pedestrian connections to the new building. The applicant has added a pedestrian connection from this sidewalk to the proposed laundry. • Signs. A monument sign is proposed facing 42nd Avenue. The applicant must receive sign permit approval before installing that sign, or any building signage. • Vacuum center. The applicant is proposing to add an outdoor vacuum on the west side of the property for use by laundry patrons. The city does not have specific requirements for this use, but the applicant has provided information in attachment G to confirm the noise level of the vacuum will not disturb residential uses south of the property. C. Site plan review criteria The following are the relevant criteria for approval of site plans in city code section 510.17. 1. The site plan fully complies with all applicable requirements of the UDC. Findings: As outlined in section B, above, the proposed site plan meets UDC requirements. 2. The site plan adequately protects residential uses from the potential adverse effects of a non-residential use. Findings: The nearest residential properties are located south of the property at a distance of approximately 100 feet from the proposed laundry building to the nearest home. The proposed laundry is not expected to have an adverse effect on these residential properties. 3. The site plan is consistent with the use and character of surrounding properties. Findings: The property has been an existing commercial use since at least 1963. Other buildings along 42nd Avenue are used for commercial or institutional uses. The proposed laundry is consistent with this character. 4. The site plan provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. 7.2 6023 -42ND AVENUE NORTH – SITE PLAN REVIEW APPLICATION PAGE 5 OF 5 Findings: The city’s Public Works Director and staff from the West Metro Fire Rescue District have reviewed the site’s traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. An existing public sidewalk along 42nd Avenue provides pedestrian connections for the area, and the site plan provides for a sidewalk connection from the building to this sidewalk. D. REQUESTED ACTION At the January 13, 2020 Planning Commission meeting, the Commission recommended by a vote of 7-0 (two members absent) that the City Council approve the site plan to construct a new Tumble Fresh laundry at 6023 – 42nd Avenue North with the following conditions: 1. The development shall be constructed according to the site plan in attachment G. Prior to disturbing the site, the applicant shall sign a site improvement and public utility agreement with the city and provide an escrow to guarantee installation of the parking lot, landscaping, and water main. 2. The applicant receive approval from the City Council to vacate the platted alley along the southern property line. 3. Before the building permit is issued for the new building, the property owners of 6001 and 6023 – 42nd Avenue North shall dedicate and have recorded drainage and utility easements acceptable to the city parallel to 42nd Avenue for the new city water main. 4. The grading plan as submitted would require grading on the property at 4170 Brunswick Avenue North, or leave a basin that cannot drain on that property. Neither is permitted. Actual field grading shall be completed so that neither of those outcomes occurs. City Council motion to approve the site plan review application is requested. 7.2 Site Location and Public Hearing Notice Mailing Map 6023 – 42nd Ave. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.2 Zoning Map 6023 – 42nd Ave. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.2 Attachment C 7.2 7.2 7.2 Attachment D 7.2 7.2 1 of 3 Tumble Fresh Coin Laundry is a Minnesota born, expanding regional chain of self‐service laundromats  started  in  2010  by  Stephen  Linn of  the  Linn  Companies  offering new  levels  of  amenities  and  an  environment that is inviting, comfortable and convenient.  With six locations currently established and  four, including this location, planned for a 2020 opening, Tumble Fresh Coin Laundry has emerged as the  largest chain of luxury laundromats in the Midwest.   The three most recent stores completed at the end of 2018 / start of 2019 showcase the latest established  design that has set the standard moving forward, both inside and out.  Examples of the Blaine and Hudson  locations  are  included  which  illustrate  the  level  of  detail,  quality  and  craftsmanship  as  well  as  the  individuality that are inherent in the brand and are a part of the identity of Tumble Fresh Coin Laundry.  All new Tumble Fresh Coin Laundry sites, going forward, will be executed in this fashion.    The exterior uses a mix of materials including several brick colors, simulated stone, EIFS and glass that are  articulated in a manner to emphasize signage and entry points. The intent is to break up the larger mass  of the building to create visual interest, further accentuating it by use of decorative light fixtures and fabric  awnings. These various elements contribute towards the graphic identity of a Tumble Fresh Coin Laundry.  Key sign areas, typically with an arch, have an accent blue band in addition to an LED light tube accent for  added interest.  Some key exterior elements include a monument sign with an electronic message center which not only  creates a presence at the street level but allows for added, professionally created, marketing of current  specials and messaging.  An exterior car vacuum station provides an added on‐site amenity for patrons to  utilize while doing laundry.  There are exterior seating areas that provide added waiting opportunities, all  of which are very accessible and within view of the interior.  A small trash enclosure with screening  materials, in keeping with the building look and feel, is present along with numerous exterior trash and  ash bins to make it easy for customers to self‐regulate their trash.  Entry bollards not only provide an  increased secure barrier for pedestrian friendly zones along the building, but they allow for a zero curb  line that is often more user friendly, minimizing slip and fall hazards.    Attachment E 7.2 2 of 3   Key interior elements include functional aspects related to self‐service laundry and unique areas to help  pass the time while the machines do their work.  Typically, dryer banks are located along the perimeter  with washer banks centralized.   A customer lounge area offers an isolated area where guests can access  vending machines with snacks, beverages and a game or a toy for a child, while still being open and visible  through windows to the exterior and glass to the main laundry area. A community table within the main  space provides a location where guests can get some work done or merely gather with friends and family.  The community table includes the added convenience of power for charging of devices, such as phones  and laptops. There is additional furniture located throughout the store, be it benches with a range of  seats, multiple refuse bins or folding tables. There is a merch andise dispenser for soaps or fabric softeners  as well as several bill changers to provide coin for those who prefer cash. All equipment, however, is fully  digital, allowing the use of all credit cards or can be accessed / purchased via the Tumble Fresh Coin  Laundry  app,  powered  by  Fascard.    A  hand  wash  station  provides an area for easy clean up from  detergents, an area to address a delicate item or a stubborn stain.  Toilet rooms include baby changing  stations as well as touchless fixtures with a maintenance free, well‐lit interior, including occupancy sensors  for interior lights.      Each store contains an office for staff to provide necessary services or other onsite business functions.  A  comment card box is available for customer feed‐back and concerns. A series of cameras and other  security measures work with the building automation system to keep customers and employees safe.  The  automation system monitors and secures doors, verifies store occupants, controls lighting, plays audio  messaging, activates and deactivates the alarm system as well as  providing  other security  aspects,  allowing the store to operate un‐manned in the physical sense.  Security monitors greet patrons as a  deterrent and to provide peace of mind. Security cameras throughout the interior and exterior are  recorded  with  DVR  technology  providing  remote  viewing,  playback  and  investigative  information.  Cleaning by staff occurs frequently one to four times a day, depending on the day and level of activity, to  keep things exceptionally clean.  A janitor’s closest provides access to key items as well as a home for a  floor scrubber.  All Tumble Fresh Coin Laundry locations offer ATM’s with the Minnesota stores also  offering  lottery  tickets  through  Minnesota’s  Lottery  vending  equipment.  Several  service  areas  for  equipment or support items, such as water heaters, water softener, gas lines, exhaust ductwork, lint  interceptor and roof access, make up the balance of the store.   Dryer exhaust typically exits the building  through the rear wall with the vent hoods being painted to match the adjacent surface minimizing their  presence.  Future dryer expansion area will vent through the roof. Locations of the central part of the  roof, like the rtu’s are effectively screened by the parapets with the visual angle from grade.      The interior environment composed of the equipment and seating incorporates a polished concrete floor  with an undulating pattern that plays off the open ceiling with articulated circular soffit areas and accent  lighting. Walk off mats at the entries help deal with winter climate conditions including snow, salt and  sand. A range of lighting helps the store stay well‐lit and visually interesting as do the wide range of  graphics and sign elements throughout, reinforcing the visual identity of the brand.  Warm wood tones  help frame equipment and provide a wainscot with wall bumper to ward off rouge carts.      7.2 3 of 3   All Tumble Fresh Coin Laundry locations are open during the hours of 5:00 am to 1:00 am providing  unmatched convenience within the industry. Most services on site including, management, cleaning,  grounds maintenance, equipment repair and preventive maintenance are performed by direct employees  of the Linn Companies or it’s business unit, Tumble Fresh Coin Laundry.     All Tumble Fresh Coin Laundry properties are developed and owned by Linn Investment Properties, LLC,  a business unit of the Linn Companies. From property investment to building design to construction  development and ultimately operations, Tumble Fresh Coin Laundry takes pride in what they do every  step of the way.   It is clear why today Tumble Fresh Coin Laundry is the fastest growing chain of luxury  laundromats in the Midwest.         7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 L i n n C o m p a n i e s DELIVERING 5 STAR EXPERIENCES Ja nua ry 14 , 2020 L ouise G oede 417 0 B runsw ic k A ve nue N. C ry stal, M N 55422 RE: Property located 6023 42° Avenue East, Crystal, MN 55422 D e ar M s . G oede A s part of the C ity of C ry stal Pla nning C om m issio n m eeting held on January 13, 2020, an issue arose concern ing the pla cem e nt of a scree ning fence that w ould provide screening to your pro pe rt y fro m our T um b le F resh C oin Laundry de velopm ent. Due to a variety of fa ctors, th e P la nning C o m m issio n M e m be rs conclude d that the best location of such a screening fenc e w ould be to place it upo n your pro pe rty. To facilitate this fence screening effort, w e o ffered to pa rt icipate in the cost associated w ith the installation of the screening fence. In esse nc e, you w ould contra ct w ith the fencing company fo r the installation of a fence on your prope rt y and w e w ould pro vide you w ith a one-tim e reimbursem ent of up to $2,000.00 fo r actua l fenc ing costs incurred and paid by you to the fencing contractor. P ro cedurally, you w ould h ave to pro vide us w ith a paid receipt fo r actua l fencing costs incurred and paid to the fenc ing contractor and w e w ould reim burse you up to the am ount of $2,000.00. P lease comm unicate your intentio ns w ith respe ct to the screening fence once you have e valuated it. V e tr urs, P reside nt & G e ne ral C ounse l 7616 Currell Blvd, Suite 245 Woodbury, MN 55125-2295 pP: 651-731-0515 F: 651-731-4628 www.thelinnco.com Attachment F 7.2 Jan 02, 2020 - 4:06pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C1-TITLE.dwg C1.01 TITLE SHEET Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS GEOTECHNICAL TERRACON CONSULTANTS, INC. 13400 15TH AVE N PLYMOUTH, MN 55441-4532 TEL 763-489-3100 BRETT.LARSEN@TERRACON.COM CONTACT: BRETT LARSEN DEVELOPER/OWNER LINN INVESTMENT PROPERTIES, LLC 7616 CURELL BLVD, SUITE 245 WOODBURY, MN 55125 TEL 651-731-0515 SLINN@THELINNCO.COM CONTACT: STEPHEN LINN ARCHITECT ARCHITECTURAL CONSORTIUM 901 N 3RD ST MINNEAPOLIS, MN 55401 TEL 612-436-4030 ESTENDEL@ARCHCONSORT.COM CONTACT: ELLIOT STENDEL CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 TOLIN@SAMBATEK.COM CONTACT: TODD OLIN LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 WDELANEY@SAMBATEK.COM CONTACT: WILLIAM DELANEY SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 CJOHNSON@SAMBATEK.COM CONTACT: CRAIG JOHNSON SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS PLAN C2.02 DEMOLITION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 PHASE I EROSION CONTROL PLAN C5.02 PHASE II EROSION CONTROL PLAN C5.03 EROSION CONTROL NOTES & DETAILS C6.01 UTILITY PLAN C9.01 DETAILS C9.02 DETAILS L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE DETAILS AND NOTES X1.01 VACUUM NOISE EXHIBIT for Preliminary Site Development Plans Tumble Fresh Linn Investment Properties, LLC Crystal, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST: N.T.S. CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013) MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018 EDITION) GOVERNING SPECIFICATIONS 100 9 BRUNSWICK AVE N42ND A V E NADAIR AVE N81 8 43RD AVE N ZANE AVE NYATES AVE NXENIA AVE NVERA CRUZ AVE N44TH AVE N 46TH AVE N COLORADO AVE N102 ENVIRONMENTAL TERRACON CONSULTANTS, INC. 13400 15TH AVE N PLYMOUTH, MN 55441-4532 TEL 763-489-3166 JENNIFER.FORCE@TERRACON.COM CONTACT: JENNIFER FORCE Coin Operated Laundry X1.02 LIGHTING PHOTOMETRIC A2.1 PROPOSED FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR RENDERING Attachment G 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:06pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C2-EXCOND.dwg C2.01 EXISTING CONDITIONS PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS LEGEND UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER FORCE MAIN WATERMAIN DRAIN TILE STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE GUARD RAIL HANDRAIL EDGE OF TREES TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING EXISTING THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7.2 A B C D B A BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) 18 18 CONTRACTOR TO SAW CUT & REMOVE PAVEMENT AS NECESSARY TO SHUT OFF 1" CORP STOP AT MAIN. ABANDON 1" SERVICE IN PLACE AND REPLACE PAVEMENT IN KIND. CONTRACTOR SHALL COORDINATE WITH THE CITY OF CRYSTAL DPW FOR WORK WITHIN ROW. TRAFFIC SIGNAGE AND INSPECTION OF SHUTOFF SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C2-DEMO.dwg C2.02 DEMOLITION PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS LEGEND DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED 12-02-2019. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN 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 GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 8. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. UNDERGROUND GAS STONE RETAINING WALL CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER FORCE MAIN WATERMAIN DRAIN TILE STORM SEWER LIGHT HYDRANT GAS METER SPRINKLER HEAD SPRINKLER VALVE GUARD RAIL HANDRAIL EDGE OF TREES TREES / SHRUBS CONCRETE GUARD POLES SIGNS CONCRETE CURB BITUMINOUS CURB BUILDING REMOVE EXISTING BUILDING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT SAW CUT EXISTING CONCRETE OR BITUMINOUS PAVEMENT REMOVE EXIST CONCRETE CURB REMOVE EXISTING UTILITY LINE EXISTING THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. KEY NOTES A. REMOVE EXISTING ELECTRONIC SIGN, CONDUIT & BASE B. REMOVE EXISTING BOLLARD C. REMOVE LIGHTING UNIT, BASE & CONDUIT D. REMOVE EXISTING DRAINAGE STRUCTURE 9. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY 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 WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 10. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE 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 THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 11. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 12. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 13. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 14. CONTRACTOR SHALL LIMIT SAW-CUT & 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. 15. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 16. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 17. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. 18. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS TO IDENTIFY LIMITS OF REMOVALS. REMOVE STONE RETAINING WALL 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) PROPOSED BUILDING 4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY15' BUILDING SETBACK10' BUIL D I N G S E T B A C K 5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK5' PARKI N G S E T B A C K G B B B C C C E E C F14' I K K L M N C 10 B A A A A A B B D TYP F 14' F14' F 14' H H 7 24'11'11'5'24'10.7'7.6'4'9'18'24'5'R4 'R4' R4' R4' R 1 5 ' R 4 'R4'R15'R4'R15'R15' R1 5 ' R15'5'9'18'25' 7 7 4 R4'15' PROPOSED PUBLICUTILITY EASEMENTO O 10' PARKING & BUILDING SETBACK 10'15'SIGHT TRIANGLE SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C3-SITE.dwg C3.01 SITE PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12. PARKING NEEDS FOR A TUMBLE FRESH COIN LAUNDRY ARE GREATER THAN MANY OTHER RETAIL OR SERVICE RELATED BUSINESSES DUE TO THE FOLLOWING FACTORS: 1) NEARLY ALL PATRONS DRIVE TO A LAUNDROMAT IN ORDER TO HAUL IN AND OUT THEIR LAUNDRY. 2) AVERAGE TIME IN A LAUNDROMAT GENERALLY EXCEEDS ONE HOUR WHICH RESULTS IN LESS TURNOVER OF PARKING SPACES. 3) BUSINESS IS NOT EVENLY SPREAD OUT WHICH CREATES A LARGER PARKING NEED ON BUSIER DAYS, AS APPROXIMATELY 50% OF A LAUNDROMATS WEEKLY BUSINESS IS CONDUCTED ON SATURDAY AND SUNDAY. 4) EMPLOYEES ARE LIMITED TO 1 PART-TIME EMPLOYEE AS-NEEDED PLUS MAINTENANCE STAFF. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY CONCRETE PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL 01, SHEET C9.01) C. CONCRETE SIDEWALK (SEE DETAIL 04, SHEET C9.01) D. CONCRETE PIPE BOLLARD (SEE DETAIL 10, SHEET C9.01) E. INTEGRAL CURB & SIDEWALK (SEE DETAIL 06, SHEET C9.01) F. CURB TRANSITION FROM FLUSH CURB TO B-612 (SEE DETAIL 07, SHEET C9.01) G. CONCRETE TRANSFORMER PAD (BY OTHERS) H. COMMERCIAL DRIVEWAY (SEE CITY DETAIL, SHEET C9.02) I. ACCESSIBLE STALL STRIPING (SEE DETAIL 08 & 09, SHEET C9.01) K. ACCESSIBLE PARKING SIGN (SEE DETAIL 11, SHEET C9.01) L. TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) M. VACUUM ISLAND & PARKING SIGNAGE (SEE ARCHITECTURAL PLANS) N. MONUMENT SIGN (SEE ARCHITECTURAL PLANS) O. NO LOITERING SIGNAGE XX XX THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONCRETE SIDEWALK AREA SITE AREA EXISTING IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD CORNER SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING PARKING SUMMARY TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED ADA PARKING REQUIRED ADA PARKING PROVIDED DEVELOPMENT SUMMARY 30,626 SF 0.70 AC 26,955 SF 0.62 AC 18,190 SF 0.42 AC 10 FEET 10 FEET 10 FEET 15 FEET 5 FEET 5 FEET 5 FEET COMMERCIAL COMMERCIAL 14 > STALLS < 23 25 STALLS 2 STALLS 2 STALLS LIGHTING BY OTHERS 7.2 BRUNSWICK AVE N42ND A V E N ( C . S . A . H . 9 ) PROPOSED BUILDING 4,770 S.F.887887887887 891NO PARKINGFFE=887.20 890886887888889887888889T 886.60 885.72 887.20 887.17 887.56 886.86 885.95 887.10 887.01 886.30 887.20 TC=C 887.20 887.20 887.20 887.15 887.20 887.20 887.23 887.20 TC=C 887.70 887.90 887.47 887.20 885.96885.76 887.10 885.68 MATCH EXIST 885.59 MATCH EXIST 885.53 MATCH EXIST 885.86 MATCH EXIST 888.06 MATCH EXIST 888.19 MATCH EXIST 886.82 MATCH EXIST 889.45 MATCH EXIST 887.20 887.01V A C U U MPARKING ONLYV A C U U MPARKING ONLY887.67 886.01 887.20 887.72 887.49 887.30 887.30 887.11 887.09 886.85 886.81 887.04 887.10 887.18 886.82 886.73 886.54887.10 886.30 885.93 885.88 886.78 887.27 887.15 887.17 887.20 886.85 886.68 886.64 886.30 886.80 887.10886.84 887.03 MATCH EXIST 887.49 TC 887.24 TC 887.00 887 888 889 INFILTRATION BASIN A HWL=886.89 BOT=886.00 886.56 EOF887.00EOF885.72EOF 887.70 885.87 SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C4-GRAD.dwg C4.01 GRADING PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. 11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. 11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: 11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. 11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT. 11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. 11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. 11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES 15.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.c. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 15.d. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15.e. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MN STATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATS SHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEAT SHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 19. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. 20. RETAINING WALL(S) SHALL BE CONSTRUCTED OF _________________ (MODULAR BLOCK, TREATED TIMBER, BOULDER, ETC.) MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 902.5 X 902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS GRADING NOTES DRAINTILE EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 1.INFILTRATION BASIN CONSTRUCTION REQUIREMENTS: (INCLUDES ALL DEVICES USING FILTRATION THROUGH A SOIL MEDIUM TO CAPTURE STORM WATER RUNOFF BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, BIOFILTRATION BASINS, RAINWATER GARDENS, SAND FILTERS, ORGANIC FILTERS, BIORETENTION AREAS, ENHANCED SWALES, DRY STORAGE PONDS WITH UNDERDRAIN DISCHARGE, AND NATURAL DEPRESSIONS (IF USED TO PROVIDE STORMWATER TREATMENT OF NEW IMPERIOUS SURFACE)) 1.a. PERMITTEES MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. WHEN EXCAVATING AN INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. ONCE STREET AND UTILITY CONSTRUCTION CEASES AND “FINAL STABILIZATION” (AS DEFINED ACCORDING TO SECTION 8 OF THE SWPPP NARRATIVE) OF CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED, AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED, INFILTRATION BASIN SHALL BE EXCAVATED TO FINISHED GRADE. 1.b. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA. EXCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A BACKHOE BUCKET WITH TEETH. CONTRACTOR SHALL DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER. 1.c. INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING ALL CONSTRUCTION ACTIVITIES. ALL DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF POSSIBLE. 1.d. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABILIZATION BASIN HAS OCCURRED. 1.e. ABOVE THE INFILTRATION BASIN OUTLET ELEVATION, INCLUDING THE BERM AND DISTURBED AREAS, A MINIMUM OF 4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET (MN/DOT) SPECIFICATION. THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131 (LOW MAINTENANCE TURF) APPLIED AT A RATE OF 220 LBS/ACRE, OR MN STATE SEED MIXTURE 35-241 (MESIC PRAIRIE GENERAL) APPLIED AT A RATE OF 36.5 LBS/ACRE. SOD MEETING (MN/DOT) SPECIFICATION 3878.2-B CAN BE SUBSTITUTED FOR SEED. SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF (MN/DOT) SPECIFICATION 3885 CATEGORY 1 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER MEETING ANALYSIS 22-5-10 (NPK) 80% W.I.N. SHALL BE APPLIED AT A RATE OF 350 LBS/ACRE FOR SEED MIXTURE 25-131, OR FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241. 1.f. BELOW THE INFILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING MEDIUM SOIL BASED ON - SITE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE ARCHITECT, WATERSHED, AND/OR CITY RECOMMENDATIONS (SEE DETAIL ON PLAN). DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE 33-261 (STORMWATER SOUTH AND WEST) APPLIED AT A RATE OF 35 LBS/ACRE. DRAINTILE INSTALLATION (IF REQUIRED) SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION. NOTE: INFILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM SOIL PLACEMENT, DRAINTILE INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED AND AFTER INFILTRATION BASIN SIDESLOPES (ABOVE OUTLET ELEVATION) HAVE UNDERGONE “FINAL STABILIZATION” WHICH INCLUDES FLUSHING OUT ACCUMULATED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER. EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA, IF POSSIBLE, OR OFF-SITE. SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF HYDRO MULCH, OR SECURED BY (MN/DOT) SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE. 1.g. CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. 1.h. IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY THE CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER. 1.i. COSTS FOR REMOBILIZATION (IF REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE CONDUCTED AT THE CONTRACTOR'S EXPENSE. 2.PERFORMANCE TESTING OF INFILTRATION BASINS: (TO BE CONDUCTED IF DESIGN INFILTRATION RATE WAS VERIFIED ACCORDING TO ASTM D-3385-03 "STANDARD TEST METHOD FOR INFILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER".) ALL COSTS RELATED TO THE PERFORMANCE INFILTRATION TESTING SHALL BE PAID BY THE OWNER, EXCEPT AS NOTED. THE INFILTRATION BASINS WILL BE TESTED IN ACCORDANCE TO THE FOLLOWING PROCEDURE: 2.a. A MINIMUM OF TWO INFILTRATION TESTS SHALL BE COMPLETED FOR EACH INFILTRATION BASIN (0.5 ACRE FLOOR AREA OR LESS). THE REQUIRED NUMBER OF TESTS SHALL BE VERIFIED WITH THE SOILS ENGINEER AND THE GOVERNING AUTHORITIES. 2.b. TWO ADDITIONAL TESTS WILL BE REQUIRED FOR EACH 0.5 ACRE OF INFILTRATION BASIN FLOOR AREA. 2.c. TEST PROCEDURE WILL FOLLOW ASTM D-3385-09 "STANDARD TEST METHOD FOR INFILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER". 2.d. TEST WILL BE CONDUCTED AT THE FINISHED BASIN FLOOR ELEVATION. 2.e. TEST WILL BE FOR A PERIOD AS OUTLINED IN ASTM D-3385-09. 2.f. THE TEST RESULTS WILL BE AVERAGED TO OBTAIN THE INFILTRATION RATE USED FOR ACCEPTANCE. 2.g. THE LOWEST MEASURED INFILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF ______ INCHES/HOUR. 2.h. THE AVERAGE OF THE MEASURED INFILTRATION RATES MUST MEET OR EXCEED THE DESIGN RATE OF ______ INCHES/HOUR DIVIDED BY THE CORRECTION FACTOR USED IN CALCULATING THE DESIGN RATE AS NOTED IN TABLE 12.INF.8 FROM THE LATEST EDITION OF THE MINNESOTA STORMWATER MANUAL. IF THE INFILTRATION RATE AS TESTED DOES NOT MEET OR EXCEED THE REQUIRED RATE AS DETERMINED ABOVE, CONTRACTOR WILL BE REQUIRED TO COMPLETE SOIL CORRECTIVE AND/OR SOIL REPLACEMENT WORK AS NECESSARY WITHIN THE INFILTRATION BASIN AREA AT THE CONTRACTOR'S EXPENSE UNTIL THE INFILTRATION RATE AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. SUBSEQUENT RE-TESTING WILL BE REQUIRED UNTIL THE INFILTRATION AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. RE-TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM THE AMOUNT DUE THE CONTRACTOR. INFILTRATION BASIN CONSTRUCTION NOTES MATCH EXISTING GRADE AT PROPERTY LINE 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) IP1 IP2 IP2 IP1 SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg C5.01 PHASE I EROSION CONTROL PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 500 BIO-ROLL LINEAR FEET 100 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 2 INLET PROTECTION DEVICE (IP-2)UNIT 2 SILT DIKE BIO-ROLL LEGEND NOTE TO CONTRACTOR EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS IPX 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) PROPOSED BUILDING 4,770 S.F.887887887887 891NO PARKINGFFE=887.20 890886887888889887888889TV A C U U MPARKING ONLYV A C U U MPARKING ONLY887 888 889 INFILTRATION BASIN A HWL=886.89 BOT=886.00 IP1 IP1 IP1 IP1 IP1 IP2 IP2 IP1 IP1 SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg C5.02 PHASE II EROSION CONTROL PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 500 BIO-ROLL LINEAR FEET 120 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 6 INLET PROTECTION DEVICE (IP-2)UNIT 2 SILT DIKE BIO-ROLL LEGEND NOTE TO CONTRACTOR EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS IPX 7.2 Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C5-EROS.dwg C5.03 EROSION CONTROL NOTES & DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5. CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9. GENERAL 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. 10. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12. 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. 13. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 19. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. DEVELOPER/OWNER: LINN INVESTMENT PROPERTIES, LLC 7616 CURELL BLVD, SUITE 245 WOODBURY, MN 55125 651-731-0515 SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: CROSS BRACE MIN.15" 18"MAX.2" X 4" STAKE3' MIN.DROP INLET WITH GRATE 2" X 4" WOOD (TYP.) 5' MIN. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. OVERLAP 5' MIN. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 NOT TO SCALE 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.)3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1'-0" INTO GROUND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES: NOT TO SCALE CONCRETE WASHOUT AREA ROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1) NOT TO SCALE POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. NOT TO SCALE PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. BEGIN GRADING THE SITE. 9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT AREA SUMMARY IN ACRES PAVEMENT AREA 0.31 AC± BUILDING AREA 0.11 AC± SEEDED AREA 0.29 AC± TOTAL DISTURBED 0.70 AC± PRE - CONSTRUCTION IMPERVIOUS 0.62 AC± POST - CONSTRUCTION IMPERVIOUS 0.42 AC± SEQUENCE OF CONSTRUCTIONFRAME MAINTENANCE NOTES:PUBLIC R O A D HAR D S URF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILE UNDERLINER 4"- 6" DIAMETER CLEAN STONE 10" MINIMUM N.T.S. TEMPORARY STONE CONSTRUCTION EXIT 1009BRUNSWICK AVE N42ND A V E NADAIR AVE N81 8 43RD AVE N ZANE AVE NYATES AVE NXENIA AVE NVERA CRUZ AVE N44TH AVE N 46TH AVE N COLORADO AVE N102 SITE SITE 7.2 PROPOSED BUILDING 4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLYINFILTRATION BASIN A HWL=886.89 BOT=886.00EOF887.00EOF885.72EOF 887.70 6" SANITARY SERVICE CONNECTION FIRE DEPARTMENT CONNECTION 6" FIRE SPRINKLER SERVICE (2) 6" GATE VALVE (1) 6" X 6" TEE CONNECT TO EXISTING WATERMAIN PER CITY SPECIFICATIONS HYDRANT 6" GATE VALVE 6" X 6" TEE 6" GATE VALVE 6" WAT E R M A I N 6" SANITARY SERVICE CLEANOUT IE= 877.50 N IE= 877.60 E 4 LF - 6" PVC @ 2.08% 93 LF - 6" PVC @ 2.08%BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) 40 LF - 6" HDPE @ 0.50% 45 LF - 6" HDPE @ 0.50% 64 LF - 6" HDPE @ 0.50% 72 LF - 6" HDPE @ 0.50% CBMH 101 RE= 886.30 IE= 882.20 W IE= 882.20 S CBMH 102 RE= 886.30 IE= 882.43 N IE= 882.43 S CBMH 103 RE= 886.51 IE= 882.75 NW IE= 882.75 E CBMH 104 RE= 886.00 IE= 884.10 N IE= 883.11 W CBMH 202 RE= 885.87 IE= 880.69 N 38 LF - 6" HDPE @ 0.50% 6" ROOF DRAIN CONNECTION IE=886.10 14 LF - 6" HDPE @ 0.50% CBMH 201 RE= 886.82 IE= 880.50 N IE= 880.50 S HYDRANT 6" GATE VALVE (1) 6" X 6" TEE CONNECT TO EXISTING WATERMAIN PER CITY SPECIFICATIONS CONNECT TO EXISTING STORM MH EX. RIM ELEV= 886.91 EX. IE= 881.90 N IE= 882.0 SE SHUT OFF EXISTING WATER SERVICE AT THE CORPORATION STOP CONNECT TO EXISTING SANITARY 6" SANITARY SEWER CLEANOUT EX. IE=875.47 N (FIELD VERIFY) IE= 875.57 S CONTRACTOR TO SAW CUT & REMOVE PAVEMENT AS NECESSARY TO SHUT OFF 1" CORP STOP AT MAIN. ABANDON 1" SERVICE IN PLACE AND REPLACE PAVEMENT IN KIND. CONTRACTOR SHALL COORDINATE WITH THE CITY OF CRYSTAL DPW FOR WORK WITHIN ROW. TRAFFIC SIGNAGE AND INSPECTION OF SHUTOFF SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C6-UTIL.dwg C6.01 UTILITY PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. MM/DD/201940252 William L. Delaney PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: TERRACON CONSULTANTS, INC. ADDRESS: 13400 15TH AVE N. PLYMOUTH, MN 55441-4532 PHONE: 763-489-3100 DATED: NOVEMBER 26, 2019 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 12. (REMOVE IF THERE IS NO UNDERGROUND SYSTEM) THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS IS FOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SYSTEM ELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT IS CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM. FOLLOWING CONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATING THEY OBSERVED THE INSTALLATION AND THE INSTALLATION OF THE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS LEGEND UTILITY CONSTRUCTION NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7.2 Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C9-DETL.dwg C9.01 DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS N.T.S. SLOPE 3/4" PER FT. 1 3 13-1/2"1/2" R 6"6" 6"8"12" 3" R 1/2" R 7"A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB 2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 2"2"2"A A 4" P.C. CONCRETE* *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF __ INCHES AT DRIVEWAY CROSSINGS. GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. SECTION A-A 4" CLASS 5 4" P.C. CONCRETE 5'-0" MIN WIDTH 2.00% N.T.S. 04 CONCRETE SIDEWALK 01 B612 CONCRETE CURB & GUTTER STANDARD DUTY PAVEMENT NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S GEOTECHNICAL CONSULTANT. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 1.5" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE* 2.0" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW* 7" CLASS 5 AGGREGATE BASE, MN/DOT 3138 XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B (IF REQUIRED BY SOILS ENGINEER) GEOFABRIC, MN/DOT TYPE V, MIRAFI 500X (IF REQUIRED BY SOILS ENGINEER) APPROVED SUBGRADE N.T.S. * REFER TO BITUMINOUS MIX DESIGN REQUIREMENT PROVIDED BY THE GEOTECHNICAL CONSULTANT N.T.S. EXISTING SUBGRADE SEE SHEET ___ FOR PAVEMENT SECTION TACK EXISTING BITUMINOUS EDGE & EXISTING BASE COURSE EXISTING AGGREGATE BASE EXISTING ASPHALT 2" MILL - 12" WIDE (MIN) 2" SAW CUT AND MILL EXISTING PAVEMENT 1' WIDE AND 2" DEEP FULL-DEPTH SAW CUT EXISTING PROPOSED PAVEMENT JOINT03 02 PAVEMENT SECTIONS ACCESSIBLE PARKING SIGN SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL 1.5% (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A A A AA N.T.S. NO PARKING ACCESSIBLE STALL MARKING SEE DETAIL 8' MAX NO PARKING SIGN N.T.S.12"3.5'3'1.5'3'3"1' VEHICLE IDREQUIRED PARKINGNOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN.FOR VIOLATION UP TO $200 FINE CONCRETE GRANULAR BASE PAVING ONE WRAP OF #30 ROOFING FELT 6"Ø SCH. 40 STEEL PIPE-FILL WITH CONC. 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) STANDARD MNDOT SIGN NO. R7-8M 1.5' ACCESSIBLE VAN PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES STANDARD MNDOT SIGN NO. R7-8B 5.0' MIN. 5.5' MAX.(WHEN R7-8B NOT PROVIDED)5.0' MIN. 5.5' MAX.(WHEN R7-8B PROVIDED)NO PARKING ACCESSAISLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE 11 ACCESSIBLE PARKING SIGN WITH BOLLARD NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. 3" MINIMUM XX" (DIP OR PVC) WYE 45° LONG RADIUS BEND CONCRETE 6" D.I.P. CLEANOUT STACK FEMALE ADAPTOR DUCTILE IRON THREADED PLUG PLACE CASTING R-1976 OR APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS FINISHED GRADE N.T.S. 05 TYPICAL CLEANOUT PAVEMENT EDGE CONTRACTION JOINT 3'-0" MI N N.T.S. 2'-0" *UNL E S S S P E CI FI E D OTHE R WI S E O N PL A N 07 END SECTION CURB & GUTTER C L 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. PAVEMENT OR FINISHED GRADE 4'-0"3" COVER OVER FOOTING FILL POST w/ CONCRETE 3500 PSI P.C. CONCRETE MINIMUM (TYP.) 2'-0"3" MIN.ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW 1'-6"SYM. ABOUTC LWHEN IN GROUPS8'-0"N.T.S. CONCRETE PIPE BOLLARD10 8"16"4" CLASS 5 4" CONCRETE WITH 6 x 6 - 10 x 10 WIRE MESH - JOINTS 5.0' O.C.±45°'BITUMINOUS SURFACE 1" R 2"VARIES SLOPE @ 2.00% * HEIGHT VARIES - SEE GRADING PLAN4"4"N.T.S. 06 INTEGRAL SIDEWALK CURB 08 ADA PARKING LC LOCATE AT EDGE OF PARKING SPACE7.0'6.5' 2.5'R 6" (TYP) N.T.S. ACCESSIBLE PARKING SYMBOL09 4" WIDE WHITE SOLID LINE 7.2 Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-C9-DETL.dwg C9.02 DETAILS Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS FLOWAS NEEDED48" 27"1'-4"4'7"SECTION A-A SECTION B-B B B A A STEPS 16" O.C. ON DOWNSTREAM SIDE NOTES: 1. WHERE WATER MAY STAND, TOP OF MANHOLE SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER ELEVATION. 2. ON MANHOLES 8' DEEP AND GREATER, A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW THE CONE SECTION. 3. ALL JOINTS BETWEEN SECTIONS SHALL HAVE "O" RING RUBBER GASKETS. 4. MINIMUM SLAB THICKNESS, 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6" 10/10 MESH. MANHOLE CASTING AND COVER, NEENAH R-1642-B, ESS BROS. 309, OR APPROVED EQUAL WITH MACHINED BEARING SURFACES AND TWO (2) CONCEALED PICK HOLES. 20" TO SPRING LINE (MAX.) GASKETED FLEXIBLE WATERTIGHT CONNECTION (TYP) FULL BED OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. 2" ADJUSTING RINGS AS REQUIRED (MIN. 2, MAX. 4) ADJUST CASTING TO 1/2" BELOW FINISHED BITUMINOUS GRADE. SLOPE 2"/FOOT N.T.S. 16 STANDARD SANITARY SEWER MANHOLE * SEE STORM SEWER STRUCTURE SCHEDULE FOR MANHOLE DIAMETER. USE T-SECTION MANHOLE WHERE POSSIBLE (MNDOT DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB. BASE: PRECAST CONCRETE FLOW STEPS 16" O.C. ON DOWNSTREAM SIDE SLOPE 2"/FOOT GASKETED, FLEXIBLE, WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS UNLESS GROUTED CONNECTION IS APPROVED BY THE ENGINEER "O" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS NOTES: 1.MANHOLES 8' DEEP OR GREATER, THE PRECAST SECTION IMMEDIATELY BELOW THE CONE SECTION, SHALL BE 1'-4" (16") IN HEIGHT 2.PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH FULL BED OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS 2" ADJUSTING RINGS AS REQUIRED (MIN 2, MAX 4) ADJUST CASTING TO 1/2" BELOW FINISHED BITUMINOUS GRADE MANHOLE FRAME AND COVER, NEENAH R-1642-B WITH MACHINED BEARING SURFACES WITH 2 CONCEALED PICK HOLES OR APPROVED EQUAL 27" *AS NEEDEDAS NEEDED1'-4"4'7"N.T.S. 13 STORM SEWER MANHOLE 4' DIA. M.H.-9" IN FROM BACK OF CURB 6' DIA. M.H.-3" BEHIND BACK OF CURB 8' DIA. M.H.-15" BEHIND BACK OF CURB DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. FOR A 24" GRATE OPENING. 24"X 36" SLAB OPENING PROVIDE 27" DIAMETER OPENING IF ROUND CASTING TO BE PROVIDED. SEE STORM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE. NOTE: SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE. ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKETS. MANHOLE STEPS NEENAH R1981J OR EQUAL, 16" O.C.- ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. GASKETED, FLEXIBLE, WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS UNLESS GROUTED CONNECTION IS APPROVED BY THE ENGINEER FULL BED OF MORTAR BETWEEN RINGS, AND A 6" COLLAR ON THE OUTSIDE OF THE RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS PRECAST REINFORCED CONCRETE SLAB THICKNESS:6" FOR 42" TO 48" DIA. 8" FOR 54" TO 102" DIA. 12" FOR 108" TO 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS GROUT BOTTOM MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"x6", 10/10 MESH PIPE DI A M E TE RVARIABLE 6"6" VARIABLE 5"1'-4"9" N.T.S. 14 CATCH BASIN MANHOLE N.T.S. 15 SIGN POST EMBEDMENT ASSEMBLY30"6"CONCRETE GRANULAR BASE GRASS ONE WRAP OF #30 ROOFING FELT 12" 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) PROPOSED BUILDING 4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY3 WP BC 3 JL 1 BC 2 SJ 5 BC 5 CD 5 BIG 4 BIG 4 KFG 8 BDL 4 3 SJ 3 BDL BIG 3 4 BDL 5 CD 4 BC 4 SJ 4 CD NS 1 1 NS AL 2 1 SO 2 PE 1 TH AL 1 CD 18 BIG 4 BDL 5 BDL 15 SJ 2 3 BC 3 SJ 3 BC 3 SJ CD 6 6 BDL 3 BC 2 SJ 3 SJ 3 BC 4 BDL SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-L1-LSCP.dwg L1.01 LANDSCAPE PLAN Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. MM/DD/201940252 William L. Delaney PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS CALCULATIONS ONE TREE PER 30 LF OF FRONTAGE SHRUBS DECIDUOUS TREES 2" Cal. ORNAMENTAL TREES 2" Cal. ONE SHADE TREE FOR EVERY 30 LINEAR FEET ONE OVERSTORY DECIDUOUS TREE FOR EVERY 30' OF LOT FRONTAGE SHRUBS SHALL BE PLANTED ALONG BUILDING FOUNDATION THAT IS VISIBLE FROM THE PUBLIC STREET TREES ON SITE MAXIMUM % OF TREES THAT MAY BE SINGLE SPECIES 7-19 35% LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED CRYSTAL LANDSCAPE CODE PLANT SCHEDULE WETLAND LIMITS TREELINE PROPOSED 12 146 CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN D S LS RIPRAP REQUIRED 12 TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY TH Gleditsia triacanthos inermis / Thornless Honeylocust B & B 1 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 1 AL Tilia americana / American Linden B & B 3 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 2 CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY NS Picea abies / Norway Spruce B & B 6` 2 WP Pinus strobus / White Pine B & B 6` 3 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY JL Syringa reticulata / Japanese Tree Lilac B & B 2"Cal 1 SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY BC Aronia melanocarpa `Autumn Magic` / Autumn Magic Black Chokeberry 5 gal 26 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 38 SJ Juniperus sabina `Scandia` / Scandia Juniper 5 gal 25 GRASSES CODE BOTANICAL / COMMON NAME CONT QTY KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 8 PERENNIALS CODE BOTANICAL / COMMON NAME CONT QTY BIG Geranium x cantabrigiense `Biokovo` / Biokovo Cranesbill 1 gal 15 BDL Hemerocallis x `Baja` / Baja Daylily 1 gal 41 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT QTY TUR HIG Turf Sod Highland Sod / Sod Sod 13,358 sf PLANT SCHEDULE 7.2 Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Sheets\21978-L1-LSCP.dwg L1.02 LANDSCAPE DETAILS AND NOTES Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. MM/DD/201940252 William L. Delaney PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 14. USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 15. WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 16. ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.2 17.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 18. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 21.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 21.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 21.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 21.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 21.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 21.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO.25-151 WILL BE PLACED AT THE RATE OF 120 POUNDS PER ACRE. 5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1. ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1. 2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2. 3" CAL.+ TREES: LOWEST BRANCH 7' HT. 2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1. 1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2. 2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3. 3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3. CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4. ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5. TREES SHALL NOT BE TIPPED PRUNED. 6. TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7. SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. NOTES PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL 1/4" = 1'-0" L1.02 P-01 1 INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE-EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED SEE PLAN12" MIN SHRUB PLANTING DETAIL 3/8" = 1'-0" 18"MINPLANTING SOIL. REFER TO SPECIFICATIONS L1.02 P-02 2 INSTALL 3" LAYER OF MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL, REFER TO SPECIFICATIONS SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED 18"MIN.6" REFER TO PLAN NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION PERENNIAL PLANTING DETAIL 1/2" = 1'-0" L1.02 P-03 3 MULCH 3 16" THICK STEEL EDGER (BLACK) W/ STAKE FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN STEEL EDGER 1 1/2" = 1'-0" L1.02 P-06 4 7.2 BRUNSWICK AVE NADAIR AVE N42ND A V E N ( C . S . A . H . 9 ) PROPOSED BUILDING 4,770 S.F.NO PARKINGTV A C U U MPARKING ONLYV A C U U MPARKING ONLY10' BUILDING SETBACK10' BUIL D I N G S E T B A C K 5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK5' PARKI N G S E T B A C K 64db 58db 40db 82db (ORIGIN) 52db 46db R8' R16' R32' R64' R128' SCALE IN FEET 0 4020 NORTH Jan 02, 2020 - 4:07pm - User:areinisch L:\PROJECTS\21978\CAD\Civil\Exhibits\21978-Vacuum.dwg X1.01 VACUUM NOISE EXHIBIT Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No. Revision Project No. By Designed: Drawn: Approved: Book / Page: Phase:Initial Issue: Client LINN INVESTMENT PROPERTIES, LLC TUMBLE FRESH CRYSTAL, MN 6023 42ND AVE N MJJ MJJ JEB PRELIMINARY 12/17/2019 21978 Registration No. Date: 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. MM/DD/201944579 Joshua E. Balzer PRELI MI N A R Y 1 01/02/20 AJR CITY COMMENTS THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. MANUFACTURER INDICATES VACUUM EMITS 82db. SOUND LEVEL DECREASES BY 6db EVERY TIME DISTANCE FROM SOURCE DOUBLES. FOR COMPARISON, THE SOUND OF A CAR PASSING ON THE STREET IS GENERALLY 70db AT 50 FT FROM THE SOURCE. **IT IS OF NOTE THAT THESE ESTIMATES DO NOT TAKE PROPOSED SITE LANDSCAPING INTO CONSIDERATION. SITE LANDSCAPING SHOULD WORK TO FURTHER DIMINISH NOISE LEVELS TO THE ADJACENT PROPERTIES. 7.2 7.2 7.2 7.2 7.2 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 8 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for January 21 Meeting) DATE: January 16, 2020 RE: Consider first reading of an ordinance rezoning the property at 3501 Douglas Drive North to Planned Development for a proposed specialized care facility A.INTRODUCTION Hampton Companies is proposing to construct a new specialized care facility on property they are purchasing at 3501 Douglas Drive North containing six platted lots. The east half of the site is zoned Commercial (C) while the west half is zoned Low Density Residential (R-1). Specialized care facilities are a permitted use in the Commercial zoning district. The applicant is proposing to consolidate the lots into one parcel and rezone the property to Planned Development (C - PD). Notice of the January 13 public hearing was published in the Sun Post on January 2, mailed to the same property owners who received the neighborhood notice (see attachment A), and posted to the Valley Place and Bassett Creek neighborhoods on Nextdoor. 2018 Aerial Photo: COUNCIL STAFF REPORT Proposed Specialized Care Facility 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 8 Staff Report Attachments: A. Site location and neighborhood notice mailing map B. Existing zoning map C. 2040 Comprehensive Plan planned land use map D. Applicant’s project narrative E. Site plan (23 sheets) F. Ordinance Staff Report Organization Section Page Number(s) Information Provided B (Background) Pages 2-3 • Neighborhood meeting • Existing use • Surrounding land uses • Conformance to Comprehensive Plan C (Proposed Specialized Care Facility) Pages 3-6 • Proposed use • Facility operational characteristics and requirements • Facility site plan elements D (Rezoning to Planned Development) Page 6 • Rezoning to C-PD E (Requested Action) Page 7 • Requested Planning Commission action • Approval conditions B. BACKGROUND Neighborhood meeting The applicant held a neighborhood meeting on October 7, 2019, which was attended by ten area residents, three City Council members, three Planning Commission members, the city planner, and the city manager. The purpose of the meeting was to provide information on the proposed project to property owners near the facility. Attendees asked questions about how Hampton will operate the facility and types of residents the facility will serve. Existing Use The site contains two existing buildings, with an associated surface parking lot: • 3501 Douglas Dr N – The property contains an existing 8,300 square foot (approximately 4,000 square feet per floor) office building constructed in 1965. • 3505 Douglas Dr N - The property contains a single-family home, constructed in 1948, which is currently being rented out for residential purposes. 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 8 Surrounding Land Uses The following are the existing zoning districts and land uses surrounding Hampton’s proposed site: • North: Directly north of the subject property is vacant land zoned Low Density Residential (R-1) and guided as “Commercial” in the Comprehensive Plan. Directly north of this vacant property across Bassett Creek is a commercial building with an associated surface parking lot zoned Commercial. • East – Across Douglas Drive are single-family homes zoned R-1 and an eight-unit residential condominium building zoned Medium Density Residential (R-2). • West – Across the unimproved Edgewood Avenue right-of-way is a mixture of vacant lots and single-family homes zoned R-1. • South – Directly south of the existing office building is a vacant property owned by the city’s Economic Development Authority (EDA) that is zoned Commercial. South of the EDA property is an eight-unit townhome development that is zoned R-2. Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the site has two designations on the planned land use map (attachment C): Commercial: The portion of the site facing Douglas Drive has a commercial designation, which is described as “retail, offices, restaurants, and some automobile-oriented businesses (on certain corridors designated in the city’s unified development code)”. Medium density residential: The portion of the property behind the existing office building has this residential designation. According to the Comprehensive Plan, the site is also designated as a redevelopment area called “Area D”. This area extends along Douglas Drive from 27th to 36th Avenues. The plan does not identify any specific redevelopment standards for Area D. C. PROPOSED SPECIALIZED CARE FACILITY Proposed Use The proposed uses for the site are found in the table below. Specialized care facilities are defined in the city’s unified development code (UDC) as: Any facility where the primary function is the provision, on a continuing basis, of nursing services and health-related services for treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities, housing with services establishments and hospices. This does not include senior housing or the residence of any individual who cares for another family member. 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 8 Address Proposed use 3501 Douglas Dr N The existing office building and associated parking lot will be demolished. NEW 3501 Douglas Dr N The applicant is proposing to construct a new one-story, 28’ tall, 21,000 square foot specialized care facility. 3505 Douglas Dr N The single-family home will be demolished. Facility Operational Characteristics and Requirements Attachments D and E describe the proposed assisted living and memory care facility. The table below provides a summary of the different government entities that will regulate this facility. Government entity How facility is classified Relevant regulations Summary of regulations City of Crystal – Planning Specialized care facility Unified Development Code (UDC) Zoning requirements such as parking, building setbacks, and landscaping City of Crystal – Building Inspections Most likely Institutional (I-2), but Hampton will confirm this when the building permit is submitted. State Building Code City enforces building and fire code regulations for the construction of Hampton’s facility. After construction staff recommends that Hampton be required to obtain a rental license with an annual property maintenance inspection. MN Dept. of Health Hampton is licensed as a Comprehensive Care Provider; facility would be registered as Housing with Services State Statute 144D The license requirement provides for periodic review of Hampton’s programs. The State registers the facility but does not inspect it. The applicant has provided details about the day-to-day operations of the proposed facility in attachment D. The applicant is licensed by the State of Minnesota as a Comprehensive Care Provider, which requires state oversight of the programs offered by the applicant. 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 8 Facility Site Plan Elements The properties included in the Planned Development consists of six platted lots. The applicant will submit a lot consolidation application that will combine 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 proposed building meets setback requirements in the proposed underlying Commercial district:  Front property line: 96’ (requirement is 10’)  South property line: 14.5’ (requirement is 10’)  North property line: 10’ (requirement is 10’)  Rear (west) property line: 66’ (requirement is 10’) The proposed building is not located in a drainage or utility easement. • Parking. The applicant is proposing to remove the existing parking lot, which contains 75 parking spaces, and replace it with a new parking lot. The number of required spaces for the proposed building is 10, and the number of spaces provided in the new parking lot is 25. • Stormwater management and erosion control measures. The applicant has provided a stormwater management plan, which provides for a stormwater infiltration basin north of the proposed parking lot. Due to the scope of the project, the stormwater plan is subject to review and approval by the Bassett Creek Watershed Management Commission. This review and approval has been made a condition of approval of the rezoning to C-PD. The percentage of impervious surface on the property will increase from 46% to 52% (the maximum coverage is 85% for the commercial zoning district). During building construction, the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. • Utilities. The proposed building will connect with existing and proposed water and sanitary sewer mains. It will have two water connections; an existing one in Douglas Drive and a new connection in the Edgewood Avenue right-of-way. This will provide two alternate sources of water for this health care facility. Existing overhead utilities are located along Douglas Drive and along the west side of the property. These utilities will be located in drainage and utility easements that are dedicated with the new lot consolidation plat. If those lines are relocated or extended, then the lines and extensions must be buried underground. New private utility services to the proposed building, such as Xcel Energy, Century Link and Comcast, will be buried underground. • Access and circulation. The city’s Public Works department 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. 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 8 • Building elevations. The proposed major exterior building material is lap siding, with cultured stone as an accent material. These materials meet the city’s requirements. A rending of the proposed building is attachment E. • Landscaping. The landscape plan shows 43 existing trees to be removed to accommodate the proposed building. The city’s UDC requires that the applicant document the reason for any trees to be removed over 12” in diameter, with certain trees allowed to be removed without the need for replacement. Sheet C1.0 of attachment E (“removals and tree protection plan”) does not provide this documentation. Therefore, staff is unable to determine if the number of replacement trees meets UDC requirements. Staff recommends as a condition of approval for the rezoning that the applicant provide this documentation before the building permit is issued. The plan calls for 47 new trees to be planted: “northern catalpa”, “swamp white oak”, “coffee tree”, “American sycamore”, “redbud”, serviceberry”, “black hills spruce”, “red pine”, “Norway spruce”, and “Douglas fir”. The applicant proposes to plant four 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, which the applicant will replace with a new enclosure. The applicant is proposing an outdoor recreational area for the residents on the west side of the building. This area will be screened and secured using a combination of landscaping and decorative black fencing. • Exterior Lighting. There are three existing light poles in the parking lot. These light poles will be replaced with two new light poles in the new parking lot. There will be five exterior lighting fixtures on the proposed building. This lighting meets the city’s requirements. • Pedestrian connections. There is an existing sidewalk along Douglas Drive that allows for pedestrian connections to the proposed building near the southern property line. • Signs. A monument sign is proposed facing Douglas Drive. The applicant must receive sign permit approval before installing that sign, or any building signage. D. REZONING TO PLANNED DEVELOPMENT (C - PD) The applicant is requesting that the consolidated properties be rezoned to Planned Development (C - PD), which allows some flexibility in zoning requirements when planning campus-type land uses. The underlying zoning for the property would be Commercial. The proposed development is 1.89 acres in size. The minimum lot size for a PD is 2 acres, but the UDC provides an exception to this requirement if at least one of three criteria are met. The relevant criteria that is met by this development is as follows: 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 7 OF 8 Criteria: The property is located in a transitional area between different land use categories or it is located on an arterial street as defined in the Comprehensive Plan. Staff response: As described in section B of this staff report, Hampton’s site is located in Area D, which is a redevelopment area transitioning some of the properties facing Douglas from a low or medium density residential use to a higher density or commercial use. In addition, Douglas Drive is defined as a minor arterial street in the Comprehensive Plan. E. REQUESTED ACTION At the January 13, 2020 Planning Commission meeting, the Commission recommended by a vote of 7-0 (two members absent) that the City Council approve the rezoning of 3501 Douglas Drive North to Planned Development (C-PD) to construct a specialized care facility with the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in attachment E. Prior to disturbing the site, the applicant shall: a. Receive approval by the City Council of lot consolidation and easement vacation applications to combine the applicant’s six properties at 3449, 3501, and 3505 Douglas Drive and 3442, 3456, and 3500 Edgewood Avenue into one parcel, vacate drainage and utility easements, and provide new easements on the final plat document. b. Receive approval of the stormwater management plan by the Bassett Creek Watershed Management Commission. c. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the parking lot, infiltration basin, and landscaping plan. d. Provide documentation on sheets C1.0 and L1.0 of the reason for the removal of any trees over 12” in diameter. The applicant must demonstrate that the number of replacement trees meets UDC requirements. 2. Rental licensing and inspections. Because the facility will not be inspected by the state or other agency, a city rental license and inspections are required. Before Hampton receives a certificate of occupancy from the city for the specialized care facility, they shall secure a rental license from the city and renew this license annually as required by the city. The required rental licensing shall be the same as for a 32-unit multiple-family apartment dwelling which includes an inspection to verify that the facility meets the property maintenance regulations of Crystal City Code Section 425, as may be amended by the City Council. 3. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 7.3 3501 DOUGLAS DRIVE NORTH – REZONING TO PLANNED DEVELOPMENT APPLICATION PAGE 8 OF 8 City Council first reading of the ordinance rezoning the property to C-PD is requested. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at a future regularly scheduled Council meeting in which the lot consolidation and easement vacation requests will also be considered. 7.3 Site Location and Neighborhood Notice Mailing Map 3501 Douglas Dr. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.3 Zoning Map 3501 Douglas Dr. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.3 2040 Comprehensive Plan Map 3501 Douglas Dr. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment C 7.3 Hampton Senior Care of Crystal, LLC Suite Living Senior Care of Crystal, LLC 1824 Buerkle Road White Bear Lake, MN 55110 STATEMENT OF PROPOSAL: City of Crystal December 13, 2019 PROJECT NAME: Suite Living Senior Care of Crystal PROPERTY ADDRESS: 3501 Douglas Drive, Crystal, MN 55422 APPLICANT: Hampton Senior Care of Crystal, LLC 1824 Buerkle Road White Bear Lake, MN 55110 Jeremy Larson: 651-253-8924 Jeremy@hamptoncos.com DESCRIPTION OF PROPOSED DEVELOPMENT: Hampton Senior Care of Crystal and Suite Living is proposing to develop a memory care and assisted living community to serve the care needs of the elderly citizens of Crystal and those with elderly family members in need of memory care and assisted living services. Suite Living Senior Care of Crystal community will feature a total of 32 private suites with 20 of them providing assisted living services and the other 12 providing memory care services. The assisted living residents will be able to enjoy a home- like atmosphere in a setting that allows them the freedom to participate in many amenities that not only help assist them in their daily care needs but also provide them with a higher quality of life than that offered in a more institutional setting. The memory care residents are provided with their own secured area of the building that has its own separate amenities like a congregate dining room, sunroom, activity/craft area and a secure outdoor porch. These residents benefit from a life enrichment program that is specially designed for residents with Alzheimer’s and Dementia. At Suite Living Senior Care of Crystal our goal is to provide our residents with the right care at the right time. Building Description: Total Land Size: 1.94 Acres-Approx. Building Size: 20,744 Sq. Ft. Occupancy: 32 Private Suites Floor 1: 20 Assisted Living Units / 12 Memory Care Units Parking and Access: Hard Surface Parking (26 stalls, 1 designated handicapped will be designed with dimensions and area in accordance with state law) will provide parking for resident friends and family members along with Suite Living Senior Care staff. Since none of our residents drive there will not be a significant need for parking. Attachment D 7.3 Analysis currently and forward The difference between transient building occupants i.e.: those driving and with cars and fixed immobile occupants i.e.: residents 32 residents at any one time (immobile) 3 to 5 employees 1 to 3 visitors for a total of 4 to 8 transient occupants There will be a circular drive through turn around with a covered walkway to the entrance of the building which has a small portico which extends from the vestibule entry over the walkway and partially into the circular driveway. The portico will allow for enough clearance to allow for emergency vehicles to pass and thus be able to enter and exit the site freely. Illumination: Lighting from the installation of outdoor flood or spot lighting and illuminated signs shall be of an intensity that is reasonable for the purpose served and will be appropriately shielded minimizing the effects on the use and enjoyment of adjoining properties. Architectural Design: The building will combine stone, residential exterior materials, columns, roofline gables, extending porches and entrances to the building. The overall look is themed after a residential building providing a feeling of warmth and comfort for the residents. STATE CLASSIFICATION/LICENSURE: Suite Living Senior Care of Crystal will be classified as a Housing With Services Establishment with the MN Department of Health providing care and services via Suite Living’s Comprehensive Home Care License, also through the MN Department of Health. STATE REQUIRED INSPECTIONS: The State will require a survey 6 months after the opening of Suite Care Senior Living of Crystal and then every two years after that. Suite Living does an annual renewal of our Housing With Services Certificates and annual renewal of our Comprehensive Home Care Licenses. Yearly inspections of kitchen equipment, sprinklers, fire alarms, fire extinguishers are conducted. CONCLUSION: Thank you for your time to review our proposal. Suite Living Senior Care of Crystal will provide great economic benefits to the city and community with 32 assisted living and memory care suites, 25 plus full and part time jobs with annual payroll of $750,000 and a significant contribution to the tax rolls for this property and provide services to the residents of the City and surrounding area. The opportunity for the city to provide senior care options in a very demanding market well into the future is a compelling reason to approve this application. 7.3 The project is designed and intended to accommodate the needs of development for benefit to the community, as Suite Living’s high level of care, access to hospice and respite will bring. Great care has been taken to make the building attractive both as a city and neighborhood friendly addition, utilizing high quality finishes like LP smart siding, colored hard shingle in the staggered edge notched panels, smoked glass in the fake dormers, cultured stone accents and wainscoting, an extensive landscape plan with special attention to maintaining the existing buffer between the neighbors and the building. The project will be designed exceeding the “required” landscaping and other basic requirements of code to upgrade the appearance of the building. The project will manage to maintain the required setbacks from the building to lot line front and back. Landscaping is for decorative purposes and can be moved when and if needed but provides a buffer and ornamental screening. As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure that the drainage of this site does not disturb the neighborhood. By approving this project, the city is gaining an attractive, tax paying member to the community in an otherwise idle property. The building is a secure building, noise is not an issue, and the neighbors should appreciate a relatively peaceful co-existence with the new project. The project will bring many benefits to the community of Crystal. Such benefits will include: - Local Chamber of Commerce Membership - Meeting room space including use for business, choir practice, piano recitals, girl/boy scouts, book clubs, churches etc. - Be of host to community events - Offer wellness clinics - Charity drop off site for food and clothing - Partnerships with local daycare centers - Internship options for nursing students - Volunteer opportunities - Promote local businesses We look forward to continuing to work with the City of Crystal during the review and approval process for this application. Please contact me with any questions you have on any item as I would be more than happy to discuss it in further detail. Sincerely, Jeremy Larson Executive Vice President Hampton Senior Care of Crystal 7.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .SUITE LIVING CRYSTALCRYSTAL, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVALCURB AND GUTTER (T.O = TIP OUT)SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)SPOT GRADE ELEVATION TOP OF CURB (GUTTER TOP)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING STOPBOXPROPOSED MANHOLE SANITARYPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMPROPOSED SIGNEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSDYH EOF=1135.52SB-1TOPROPOSED LIGHTEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATER MAINEXISTING GAS MAINEXISTING UNDERGROUND ELECTRICEXISTING UNDERGROUND CABLE1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITOFF SITE WATER MAIN EXTENSION PLANC4.1SITE LOCATIONSITE LOCATION MAPNARCHITECT:ROSA ARCHITECTURAL GROUP, INC.1084 STERLING STREETST. PAUL, MN 55119651-366-7971DEVELOPER / PROPERTY OWNER:SUITE LIVING/HAMPTON COMPANIES LLC1341 COUNTY ROAD D CIRCLEVADNAIS HEIGHTS, MN 55109ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:HAUGO GEOTEVHNICAL SERVICES2825 CEDAR AVENUE SMINNEAPOLIS, MN 55407CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060LT1.0LIGHTING PLANAttachment E7.3 7.3 CONSTRUCTION LIMITSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTING SIGN,TYP.REMOVE EXISTINGGAS LINE,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGOVERHEAD WIRES,COORDINATE WITHUTILITY OWNERREMOVEEXISTING FENCEREMOVEEXISTING FENCEREMOVE EXISTINGGAS LINE,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGSERVICES TOPROPERTY LINE ANDCAP PER CITYSTANDARD, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDS30.5 24.530.224.00.71.6 49.71.6 0.615.7 0.71.4 5.177.845.192.412.19.212.09.1 Wood FenceWood FenceWood Fence/Trash Enclosure Wood FenceDeckOne Story Brick Building Address: 3501 Douglas Dr N Foundation Area = 4,188+/- Sq. Ft. East Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Building Overhang(Typ)Concrete Walk [17] [18]ExistingBuildingShedGas Easement PerDoc No. 810458[15]24" WM 8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]1479799910(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLC01" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS & TREEPROTECTIONPLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OF CRYSTAL REMOVAL NOTES:PER THE CITY OF CRYSTAL, THE FOLLOWING LISTS THE CITY'S TREE PROTECTIONREQUIREMENTS (520.11, SUBD. 5(D)):1.PAVING OR SOIL COMPACTION PROHIBITED.THE AREA WITHIN THE CRITICAL ROOT ZONE (AS DEFINED AS FIVE FEET BEYONDTHE DROP LINE) OF ANY PROTECTED TREE SHALL NOT BE SUBJECT TO PAVING ORSOIL COMPACTION.2.OWNER'S RESPONSIBILITY.DURING SITE DEVELOPMENT, THE PROPERTY OWNER OR DEVELOPER SHALL BERESPONSIBLE FOR THE ERECTION OF ANY AND ALL BARRIERS NECESSARY TOPROTECT ANY EXISTING OR INSTALLED TREES FROM DAMAGE BOTH DURING ANDAFTER CONSTRUCTION.3.TREE PROTECTION FENCING.(i)ALL PROTECTED TREES SHALL BE FENCED IN BEFORE GRADING OR OTHERLAND-DISTURBING ACTIVITY BEGINS. FENCING SHALL EXTEND AT LEAST FIVEFEET FROM THE EDGE OF THE DRIP LINE, BUT IN NO CASE CLOSER THAN TENFEET TO THE TRUNK.(j)THE ZONING ADMINISTRATOR SHALL CONSIDER EXISTING SITE CONDITIONSIN DETERMINING THE EXACT LOCATION OF ANY TREE PROTECTION FENCING;(iii)ALL FENCING REQUIRED BY THIS SUBSECTION SHALL BE AT LEAST FOURFEET IN HEIGHT AND SECURED USING APPROPRIATE POSTS.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:TREE REPLACEMENT:CITY TREE REPLACEMENT CALCULATIONS:OVERALL EXISTING TREES: 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)SIGNIFICANT TREES REMOVED: 74 - 12"-17" DBH4 REPLACEMENT TREES REQ'D0 - 18"-23" DBH0 REPLACEMENT TREES REQ'D1 - 24"-35" DBH 6 REPLACEMENT TREES REQ'D2 - 36"-47" DBH 20 REPLACEMENT TREES REQ'D0 - 48" + DBH0 REPLACEMENT TREES REQ'DREQUIRED REPLACEMENT:30 TREESREFER TO ADDITIONAL CALCULATIONS ON SHEETS L1.0 AND L1.17.3 15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONSTRUCTION LIMITSNO PARKING SNOW STORAGE,TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONCONCRETESIDEWALK, TYP.4" CONC. WALK, SEEDETAIL, TYP.5' BLDG/PARKING SETBACK5 STALLS @ 9' =45'8 STALLS @ 9' =72' 30' BLDG. SETBACK LINE 30' BLDG. SETBACK LINE 5.0'18.0'5.0'25.0'40.3'14.5'17.9'8.0'35.0'284.5'8.0'5.0'ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPS7' ROW NO PARKING 10'X10' TRASHENCL., SEEARCH. PLANS9.0' 12.9'6" THK. CONC. PAD, TYP.24.0' R 1 0 . 0 'R5.0'R3.0'12 STALLS @ 9' =108'R20.0'2.0'R2 0 . 0 ' 18' ACCESSIBLE PARKING.CURB TAPER, TYP.MATCH EXIST. EDGE OF WALKCURB TAPER, TYP.10.6'5.7'18.0'24.0'18.0'37.7'R10.0'87.9'30.4'36.6'24.0' 5'FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CF10' PARKING SETBACK5' BLDG/PARKING SETBACK10'86.0'64.0'75.0'EOF=870.33SEG. R-WALL,COORD. w/ ARCHFOR COLOR, TYP.SITE MONUMENT SIGN.LOCATION & TYPE BY OTHERSNO PARKING FIRELANE SIGNNO PARKING FIRELANE SIGNBIT. PVMT.,TYPBIT. PVMT.,TYPCONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.ACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPSPROPOSED PROP. LINEBLACKDECORATIVEFENCING,LOCKABLE.TO BE PROVIDEDBY OWNER1.6 0.6N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUTNOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTERCOMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREETOPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW ANDAPPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BESTAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OFBUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED ORREQUIRED BY ADA OR LOCAL GOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEELANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF CRYSTAL SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOOPERATIONAL NOTES:SNOW REMOVAL:SEE SNOW STORAGE AREA ON SITE PLAN.Parcel 1: Lot 1, Block 1, Douglas Medical Plaza, Hennepin County, Minnesota;Parcel 2: Lots 1, 2 and 3, Block 1, Douglas Plaza Addition, Hennepin County, Minnesota;Parcel 3: Lots 1 and 2, Block 1, Andersons Gardendale Acres, Hennepin County, Minnesota.SITE LEGAL DESCRIPTION:EXISTING ZONING: C- COMMERCIAL, R1- LOW DENSITY RESIDENTIALPROPOSED ZONING: PD- PLANNED DEVELOPMENTSITE ZONING:7.3 ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITS7' ROW FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CFEOF=870.33EXISTING 100-YRFLOODPLAINELEVATION = 870.50EXISTING 100-YRFLOODPLAINELEVATION = 870.50SB-4SB-3SB-2SB-6SB-1SB-51.6 0.6Wood FenceEast Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126 Concrete Walk [17] [18]Gas Easement PerDoc No. 810458[15]8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOTLIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTINGSHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THENATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS &PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISENOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPESGREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAININGWALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUTTHE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALLAREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THESTREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADEDTANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THEDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THESOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ORPARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCURWITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARYBY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OFANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF CRYSTAL GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES, INC., DATED 10-18-2019GROUNDWATER WAS OBSERVED IN ONLY ONE BORING AT AN ELEVATION OF 864.00THE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-1NOT ENCOUNTEREDSB-4NOT ENCOUNTEREDSB-2NOT ENCOUNTEREDSB-5NOT ENCOUNTEREDSB-3NOT ENCOUNTEREDSB-6864.00SPOT GRADE ELEVATION MATCH EXISTING7.3 ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITSNO PARKING 7' ROW NO PARKING FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CFEOF=870.33EX. 15" RCP STORM@0.46% (AB)(FIELD VERIFY)INSTALL NEW MHSTRUCTURE TO EX. 15'RCP STORM PER CITYSTANDARDSEX. IE(N/S)=864.94PROP. IE(W)=865.0031 LF 12" RCPSTORM @2.68%OS1RIM=868.83IE=865.83CASTING:NEENAH R43426" PERF. PVC DT @0.00%IE= 865.83DT CLEANOUT, TYP. IE=865.83ROCK RIPRAP CHANNELTO BOTTOM OF BASINFROM CURB CUTCONNECT TO EXISTING 6" SANITARY SERVICEAT PROPERTY LINE PER CITY STANDARDS.FIELD VERIFY THE TRANSITION FROM THEEXISTING 4" PRIVATE SERVICE TO EXISTING6" STUB (SHOULD BE AT OR NEAR THEPROPERTY LINE) AND REMOVE 4" LINE.CONFIRM 6" SANITARY STUB LOCATION ANDSIZE PRIOR TO CONSTRUCTION.EX. IE (STUB)=863.50 ±(FIELD VERIFY PRIOR TO CONSTRUCTION)114 LF 6" PVC SDR26SANITARY @2.00%STUB 6" DIP COMBINEDWATER SERVICE TO 5'FROM BLDG. COORD.W/ MECH'LFIRE DEPARTMENTCONNECTION. PROVIDELOCKBOX ON BUILDINGNEAR FRONT DOORSTUB SANITARY TO 5'FROM BLDG. VERIFY ANDCOORD. W/ MECH'L PRIORTO CONSTRUCTIONSTUB IE=865.80±FES 1IE=867.3337LF 12" HDPESTORM @ 1.00%55LF 12" HDPESTORM @ 1.00%89LF 12" HDPESTORM @ 1.00%130LF 12" HDPESTORM @ 1.00%CB 5NYLOPLASTSTRUCTURERIM=872.42IE=870.44CBMH 4NYLOPLASTSTRUCTURERIM=871.72IE=869.14MH 3NYLOPLASTSTRUCTURERIM=872.60IE=868.59MH 2NYLOPLASTSTRUCTURERIM=870.50IE=867.70EX. FIRE HYDRANTPROPOSED 6" GATEVALVE AND BOXPROPOSED 6" DIPPROPOSED FIREHYDRANT & GATE VALVEPROPOSED 6" DIPWATERMAINPROPOSED 6" DIPPROPOSED6"x6"x6" TEE45° BEND (2)45° BEND (2)6"X2"TEE2" WATER SERVICE PIPE(MATERIAL PER CITYSTANDARDS)CONNECT TO EXISTING2" WATER SERVICE PERCITY STANDARDS1.6 0.6Wood FenceEast Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Concrete Walk [17] [18]Gas Easement PerDoc No. 810458[15]24" WM 8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.7.3 ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWNO PARKING 7' ROW NO PARKING EOF=870.331.60.6Wood FenceEast Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126 Concrete Walk [17] [18]Gas Easement PerDoc No. 810458[15]24" WM 8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and Utility Easement Per Plat of Douglas Medical Plaza [20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies) Drainage and Utility Easement Per Plat of ANDERSON'S GARDENDALE ACRES [20]14(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC4.1OFF SITEWATER MAINEXTENSION PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CRYSTAL UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.34TH AVENUE N.DOUGLAS DRIVE N. EDGEWOOD AVENUE N.PLATTED ROWPLATTED ROWPLATTED ROWPLATTED ROW PLATTED ROWPLATTED ROW PLATTED ROWPLATTED ROW PLATTED ROW PLATTED ROW WATERMAIN LOOP THROUGH OUR SITE, THENSOUTH ALONG CITY RIGHT OF WAY BETWEENDOUGLAS AND FLORIDA AVEPROPOSED 6" DIPEXISTING 6" WATERMAIN.EXISTING 6" WATERMAIN.PROPOSED 6" GATE VALVE & BOXEXISTING 6" WATERMAIN.EXISTING 6" GATE VALVE & BOXEXISTING 6" WATERMAIN.7.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IFNECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREASAND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOILBEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSEACH AREA IS 1/2 OFTABULATED AREAPLUGGED TEEPLUG OR CAP1/4" PLYWOODOVER FACEOF BOLTSA1A2NOMINALFITTING SIZE(INCHES)TYE, WYE,PLUG, OR CAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1A245°BEND22.5°BEND11.25°BEND41.0 1.4 1.9 1.4 1.0 - -62.1 3.0 4.3 3.0 1.6 1.0 -105.9 8.4 11.8 8.4 4.6 2.6 1.2128.5 12.0 17.0 12.0 6.6 3.4 1.71411.5 16.3 23.0 16.3 8.9 4.6 2.31615.0 21.3 30.0 21.3 11.6 6.0 3.01819.0 27.0 38.0 27.0 14.6 7.6 3.62023.5 33.3 47.0 33.3 18.1 9.4 4.72434.0 48.0 68.0 48.0 26.2 13.6 6.863.8 5.3 7.6 5.4 2.9 1.5 1.0THRUST BLOCKN T S76"PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH6"4"6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED I A DIA + 3'UTILITY PIPE66"8"12"13 1/2"6"1/2" RADIUSFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)FINISHED GRADE0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPEGUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPESAWAY FROM CURB. SEE PLANN T SB-612 CONCRETE CURB AND GUTTER7"27"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S3LIGHT DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.EXTEND POST PAST TOP OF POST6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SAND1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPECONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANHANDICAP PARKING SIGN,12"X18", OR PER LOCAL CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROMPARKING GRADE, SEE SIGN POST INSTALLATIONDETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIEDACCESSIBLE SIGN AND POSTN T S1'-6"GALVANIZED STEEL FASTENER(TYP. OF 2)CITY CODEPER 8'MIN.NOPARKING8'MIN.8'MIN.HANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOLOF ACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTERED TOWARDDRIVE AISLEHANDICAP SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLE4" WIDE PAINTED STRIPING, 45DEGREE CROSS HATCHPATTERN AT 2' O.C. AT ACCESSAISLEFACE OF CURBSIDEWALKHANDICAP SIGN CENTERED ATHEAD OF SPACE, 2' MIN. AND 8'MAX. FROM FACE OF CURBNOTE: STRIPING TO MATCHPARKING, UNLESS PERLOCAL CODENOTE: SEE PLAN FOR PARKING LAYOUTNOPARKINGNOPARKINGNO PARKING SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEACCESSIBLE SIGNAGE AND STRIPINGN T S18" RADIUS5'-6" SQUARE OVERALL3" LINE WIDTH6" LINE WIDTH12" DIAMETER6" RADIUSALL COLORS TO MATCH ADASTANDARD COLORS451FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)87.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. .D18"3H:1L MAX.BIO-FILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TOSETTING FINAL GRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENTBASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYINGSOILS FROM CLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN.PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):70% HOMOGENOUS CONSTRUCTION SAND30% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS6"4"1.5'UNDERDRAIN GRAVEL BLANKET1-1.5" DOUBLE WASHED STONE(NON LIMESTONE OR CONCRETE MATERIAL)NON-WOVEN GEOTEXTILE (MnDOT 3733,TYPE 1 - HIGH FLOW RATE)AROUND GRAVEL BLANKET - EXTENDING 1.5'FROM UNDERDRAIN PIPE SIDESPERFORATED UNDERDRAIN OUTLET PIPE6" DIAMETER RIGID, PERFORRATED PVC.SEE UTILITY PLAN618"MIN.12"112"27"112"16" O.C.STEPS ON DOWNSTREAM SIDECOVER SHALL BE STAMPED"SANITARY SEWER"BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x6" 10/10 MESHPRECAST CONCRETE CONE SECTIONMETAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.316"VARIABLE1'- 8" MAX.CLSLOPE AT 2 IN./FT. (TYP)FLOWRUBBER BOOTFLOWRUBBERBOOTRUBBER GASKET - TYPAT ALL JOINTSGROUT TO 1/2 PIPESLOPE @ 2 IN./FT.(TYP)SANITARY SEWER MANHOLEN T S1VARIES - TYP. 4'FLOWFLOW61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.PRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSMETAL SEWER CASTING -REFER TO STRUCTURESCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.STORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHRUBBER GASKET -TYP AT ALL JOINTSCATCH BASINN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC2MIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEPRECAST CONCRETE CONE SECTIONBASES SHALL BE 8" STANDARD PRECASTWITH 2" LEAN GROUT, OR POURED 8"SLAB REINFORCED WITH 6" x 6" 10/10MESHCOVER SHALL BE STAMPED"STORM SEWER"STEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS16" O.C.VARIABLE27"112"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC3PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S57.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .7.3 ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWCONSTRUCTION LIMITS7' ROW FILTRATION BASIN 1BOT=867.33TOP=870.33EOF=870.33DT IE=865.83100-YR HWL=869.91VOL=(867.33-868.83)=5119 CF10' PARKING SETBACK EOF=870.337-SGJ7-IHD7-SGJ7-IHD8-IHD9-SSW9-SSW5-LDN1-SHL1-SHL1-SHL1-SHL3-NS3-BHS2-SWO(1)EXISTINGTREE, TYP.2-ISL5-PE5-SWO2-ISL3-PDPB4-SWO3-PDPB1-SHL1-SHL1-SWO1-ISL1-ISL1-PE1-PE1-PE1-PE1-PE4-DKL4-DKL10-LLH28-DCC6-LDN7-DKL7-DKL7-LDN2,920 SF5-DN3-DN3-DN24" DECORATIVE ROCKMAINTENANCE STRIPLAWNEDGER, TYP.18-DCC11-LLHFDCACCESS7-DCC4-LLH7-DCC5-LDN4-LLH7-DCC5-LDN4-DCC6-LDN4-LDN7-DCC4-LLH7-DCC4-LDN7-DCC5-LLH18-DCC24" DECORATIVE ROCKMAINTENANCE STRIPEXISTINGTREE, TYP.(7)EXISTINGTREES, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.EXISTINGTREE, TYP.2-SHL(1)EXISTINGTREE, TYP.2-SHLBLACKDECORATIVEFENCING,LOCKABLE.TO BE PROVIDEDBY OWNER1.6 0.6Wood FenceEast Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Concrete Walk [17] [18]Gas Easement PerDoc No. 810458[15]8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)REVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN04/03/19 FDC REVISIONS. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLC1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACTSHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINALLOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.8.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.9.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.10.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.11.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.12.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALLPROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THEEDGE OF PAVEMENT/BACK OF CURB.13.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.LANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NPLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSWO10SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSHL10SKYLINE HONEY LOCUSTGleditsia triacanthos f. inermis 'Skycole'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMPDPB5PRAIRIE DREAM PAPER BIRCHBetula papyrifera 'Varen'2.5" CAL.B&BMULTI-STEM.PE10PRINCETON ELMUlmus americana 'Princeton'2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM.35TOTAL DECIDUOUS OVERSTORY TREESORNAMENTAL TREESISL6IVORY SILK LILAC TREESyringa reticulata 'Ivory Silk'2" CAL.B&BSTRAIGHT LEADER. FULL FORM6TOTAL ORNAMENTAL TREESEVERGREEN TREESBHS3BLACK HILLS SPRUCEPicea glauca 'Densata'6' HT.B&BSTRAIGHT LEADER. FULL FORMNS3NORWAY SPRUCEPicea abies6' HT.B&BSTRAIGHT LEADER. FULL FORM6TOTAL EVERGREEN TREES47SUM, TOTAL SITE TREESSHRUBS - CONIFEROUS & EVERGREENSGJ14SEA GREEN JUNIPERJuniperus chinensis 'Sea Green'#5CONT.36" HT.DKL22DWARF KOREAN LILACSyringa meyeri 'Palibin'#5CONT.24" HT.IHD22IVORY HALO DOGWOODCornus alba 'Bailhalo'#5CONT.36" HT.LLH38LITTLE LIME HYDRANGEAHydrangea paniculata 'Jane'#3CONT.24" HT.LDN42LITTLE DEVIL NINEBARKPhysocarpus opulifolius 'Donna May'#3CONT.24" HT.DN11DIABOLO NINEBARKPhysocarpus opulifolius 'Monlo'#5CONT.36" HTSSW18SHINING SENSATION WEIGELAWeigela florida 'Bokrashine'#5CONT.36" HT.167TOTAL SHRUBSPERENNIALSDCC110DIANTHUS 'CRANBERRY COCKTAIL'Dianthus 'Cranberry Cocktail'#1CONT.Know what'sbelow.before you dig.CallRSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS -SEE PLANT SCHEDULE AND PLAN FOR SPECIES ANDPLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLANDSCAPE EDGING SHALL BE 4" WIDE ALUMINUM.COLOR BLACK.LAWN - SODROCK MAINTENANCE STRIP OVER FILTER FABRIC. DRESSERTRAP ROCK, #814, 3/8"-3/4" SIZE OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANSHREDDED CYPRESS MULCH, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANTREE REMOVAL & REPLACEMENT:CITY TREE REPLACEMENT CALCULATIONS:OVERALL EXISTING TREES (ON-SITE): 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)SIGNIFICANT TREES REMOVED: 7 (165" DBH)SEE CALCULATIONS BELOW & ON SHEET L1.1.REQUIRED REPLACEMENT:30 TREES (30 PROVIDED)CITY REQUIRED LANDSCAPING:EXISTING SITE:84,293 SFGREEN SPACE REQUIREMENTS, 15%:12,644 SF MIN. REQ'D (42,176 SF, 50% PROVIDED)OVERALL EXISTING TREES: 63 (814" DBH)OVERALL EXISTING TREES TO REMAIN:20 (267" DBH)GREEN SPACE REQUIREMENTS:1 TREE PER 1,000 SF OF SITE:12,644 / 1,000 = 12.64 TREES REQ'D (13 PROVIDED)(9 OF 13 ARE CREDIT FROM EXISTING TREES; 4 NEW TREES PROVIDED)1 SHRUB PER 100 SF OF SITE:12,644 / 100 = 126 SHRUBS REQ'D (126 PROVIDED)TREE REMOVAL REQUIREMENTS:SIGNIFICANT TREES REMOVED: 74 - 12"-17" DBH4 REPLACEMENT TREES REQ'D0 - 18"-23" DBH0 REPLACEMENT TREES REQ'D1 - 24"-35" DBH 6 REPLACEMENT TREES REQ'D2 - 36"-47" DBH 20 REPLACEMENT TREES REQ'D0 - 48" + DBH0 REPLACEMENT TREES REQ'DREQUIRED REPLACEMENT:30 TREES (30 PROVIDED)PARKING LOT LANDSCAPING REQUIREMENTS:SCREENING ADJACENT PUBLIC RIGHT-OF-WAY:EAST BOUNDARY: TREES REQ'D 1 PER 30 LF & 5' LANDSCAPE BUFFER215 LF / 30 LF = 7.16 TREES REQ'D (8 PROVIDED)SCREENING ADJACENT RESIDENTIAL DISTRICT:SOUTH BOUNDARY (R-2 DISTRICT): TREES REQ'D 1 PER 30 LF & 10' LANDSCAPE BUFFER100 LF / 30 LF = 3.33 TREES REQ'D (3 PROVIDED)PARKING LOT INTERIOR:4 ISLANDS = 4 TREES REQ'D (4 PROVIDED)TOTAL REQUIRED LANDSCAPING:VARIETY OF TREE SPECIES REQUIRED: 25%TREES TO BE FROM CITY-APPROVED TREE LISTEXISTING TREES:63 (814" DBH)REQUIRED TREES:58 TOTAL REQ'D (58 TOTAL PROVIDED)REPLACEMENT TREES REQ'D:30 (30 PROVIDED)GREEN SPACE TREES REQ'D:13 (13 PROVIDED - 9 EXISTING, 4 NEW)EAST PARKING LOT SCREEN REQ'D: 8 (8 PROVIDED)SOUTH PARKING LOT SCREEN REQ'D: 3 (3 PROVIDED)INTERIOR PARKING LOT REQ'D: 4 (4 PROVIDED)REQUIRED SHRUBS:126 TOTAL REQ'D (126 PROVIDED)GREEN SPACE SHRUBS REQ'D:126 (126 PROVIDED)BUILDING FACE FOUNDATION/PERIMETER SHRUBS REQ'D (PROVIDED)LEGEND:7.3 REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLC 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED24" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.TREE REMOVAL AND PRESERVATION CALCULATIONS7.3 REVISION SUMMARYDATEDESCRIPTIONLT1.0LIGHTING PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLC 7.3 7' ROW CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL AT CONST.LIMITS, TYPSB-4SB-3SB-2SB-6SB-1SB-530.5 24.530.224.00.71.6 49.71.6 0.615.7 0.71.4 5.177.845.192.412.19.212.09.1 Wood FenceWood FenceWood Fence/Trash Enclosure Wood FenceDeckOne Story Brick Building Address: 3501 Douglas Dr N Foundation Area = 4,188+/- Sq. Ft. East Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Building Overhang(Typ)Concrete Walk [17] [18]ExistingBuildingShedGas Easement PerDoc No. 810458[15]24" WM 8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]1479799910(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.7.3 ToiletCorridor219LaundryStorageBathing220217221Toilet106Unit EToiletUnit B214Hall118Unit D115Unit D116Unit E117Unit D114Unit E113Unit DPatioSecured PatioToiletOpt: Flower Garden107Unit E108Unit D109Unit E112Unit E111Unit D110Unit ESalonAquariumWaitOpt: Flower GardenMechanical/ElectEmerg. ExitOpt: Concrete SidewalkUnit A213Unit A201Lounge200Unit A202128Corridor105Unit D104Unit E103Unit E102Unit D101Unit EBath15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531FREEZER 7531MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601ABathBathBathBathBathBathBathBathBath30601AUnit B203Unit A204Unit B205Unit C206Unit C207Unit B210Unit A209Unit B208Unit A211Unit B212ToiletToiletToiletMech Elect218ToiletToiletDining215Nurse Station216Storage224Corridor223Corridor222BathBathSeating121100119Alcove120Bathing125Storage123Corridor126Corridor124Laundry127Vestibule300Office301Kitchen306Nurse Station120Office302Toilet303Office304Alcove305307Dining309Nurse Station122Seating310Lounge313Serve311DRAWERDRAWERCOFFEEDRAWERMech3083121B1B343318222425212328193031629520202032FD6'-0" HIGH DECORATIVE FENCEICE/WATERBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWBEARING WALL BELOWNO PARKING 7' ROW NO PARKING 10' PARKING SETBACK CONSTRUCTIONENTRANCEINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPERIMETER EROSIONCONTROL AT CONST.LIMITS, TYPSB-4SB-3SB-2SB-6SB-1SB-51.6 0.6Wood FenceEast Boundary Line Per County State Aid Highway No. 102, Plat 22 Highway Easement Per Doc No. 1738126N89°40'40"W 266.37N00°07'27"W 316.95 S89°38'20"E 265.70S00°14'44"E 316.78 Concrete Walk [17] [18]Gas Easement PerDoc No. 810458[15]24" WM 8" SAN 10" SAN 10" SANUtility EasementPer Doc No.815066Utility Easement PerDoc No. 815066[16][16]Drainage and UtilityEasement Per Plat ofDouglas Medical Plaza[20] DOUGLAS DRIVE N (A Public R/W) EDGEWOOD AVE N(A Public R/W)(Width Varies)Drainage and UtilityEasement Per Plat ofANDERSON'SGARDENDALE ACRES[20]14(Unimproved)2" Service(Per Map)Possible San. Service Line (Per Map) Possible San. Service Line (Per Map)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1. NO SNOW STORAGE OR CONSTRUCTION ACTIVITY SHALL TAKE PLACE IN THEPROPOSED FILTRATION BASINCITY OF CRYSTAL EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.7.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24" MIN. 6"6"SEDIMENT FENCEN T S57.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER:HAMTPON COMPANIES1824 BUERKLE ROADWHITE BEAR LAKE, MN 55110OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING OFFICE AND SF RESIDENTIAL PROPERTY ADDING ONE ASSISTED HOUSING BUILDING. SITE,GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BASSETT CREEK WHICH IS IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S303(D) IMPAIRED WATERS LIST. BASSETT CREEK IS IMPAIRED FOR FECAL COLIFORM, AND FISHES BIOASSESSMENTS. BECAUSE THESE WATERSARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 3/16/2017 (8 HOURS), EXP. 5/31/2020THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS.4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)6. CLEAR AND GRUB REMAINDER OF SITE7. STRIP AND STOCKPILE TOPSOIL8. ROUGH GRADING OF SITE9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S12. INSTALL STREET SECTION13. INSTALL CURB AND GUTTER14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:7.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: SUITE LIVING CRYSTALPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 3501 DOUGLAS DRIVECITY OR TOWNSHIP: CRYSTALSTATE: MNZIP CODE: 55422LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.019839 N, -93.360552 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: CRYSTALALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 1.19PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 0.94POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 0.80TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.80RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)07010206-538...BASSETT CREEK...RIVER - CREEK...N...Y...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 4/1/20ESTIMATED COMPLETION DATE: 1/1/21GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): CONSTRUCTION OF RESIDENTIAL BUILDING AND ASSOCIATED SITE FEAUTRESDESCRIBE SOIL TYPES FOUND AT THE PROJECT: HSG DSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROTION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.BASSETT CREEK - FISH BIOASSESSMENTSB. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·INFILTRATION/FILTRATION·INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.FILTRATIONCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOLU1AURBAN LAND-UDORTHENTSMAP UNIT NAMEL52CURBAN LAND-LESTER COMPLEX....7.3 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.12/13/19ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:19313. .. .. .. .DRAWN BY:REVIEWED BY:JDMP. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cSUITE LIVING CRYSTAL 3501 Douglas Drive, Crystal, MN 55422 P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N1/6/2020 CITY RESUBMITTAL. .12/13/19 CITY SUBMITTAL 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES LLCREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4. ARE THERE BMP'S FOR ONSITE STOCKPILES?5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2. ANY DITCH EROSION OBSERVED?3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9. IS ANY DEWATERING OCCURRING ON SITE?9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16. PROPOSED AMENDMENTS TO THE SWPPP:17. POTENTIAL AREAS OF FUTURE CONCERN:18. ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).7.3 7.3 7.3 STROH ENGINEERINGconsulting structural engineersPO 792140Paia, HI 96779strohengineering@hotmail.comPRELIMINARYN O T F O RCONSTRUCTIONDRAWN BY:CHECKED BY:REVISIONS:PROJECT #:cCOPYRIGHT 2019DATE:RRROSA ARCHITECTURAL GROUPSHEET1084 Sterling StreetSt. Paul, MN 55119tel: 651-739-7988fax: 651-739-3165RosaArchitecturalGroupInc.PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:PREPARED BY ME OR UNDER MY DIRECTSPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:3501 Douglas DriveCrystal, MN 5542221931DEC. 12, 2019JLPROPOSEDA4.1COLORSuite LivingELEVATIONSA4.113/32" = 1'-0" (ON 24x36 SHEET)PROPOSED FRONT ELEVATIONA4.123/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.133/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.143/32" = 1'-0" (ON 24x36 SHEET)PROPOSED REAR ELEVATIONA4.153/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.163/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.173/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.183/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.7.3 7.3 ORDINANCE NO. 2020 - _____ CITY OF CRYSTAL AN ORDINANCE AMENDING THE ZONING MAP TO REZONE PROPERTY FOR HAMPTON COMPANIES LOCATED AT 3501 DOUGLAS DRIVE NORTH FROM COMMERCIAL (C) AND LOW DENSITY RESIDENTIAL (R-1) TO COMMERCIAL (C) – 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)Hampton Companies (“Applicant”) is proposing to purchase the property at 3501 Douglas Drive North (“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 Commercial (C) and Low Density Residential (R-1) to Commercial Planned Development (C-PD); and (c)The rezoning request is to allow the Applicant to construct a specialized care facility, which involves the consolidation of the Applicant’s parcels into a single platted parcel and approval of a site plan; and (d)The Planning Commission held a public hearing on the rezoning request on January 13, 2020 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 of the Property complies with the approval criteria in Crystal city code, subsections 510.29 and 510.31, and other applicable provisions. Section 2. Rezoning. Subject to the conditions in Section 3 of this ordinance, the Zoning Map of Crystal, Minnesota is hereby amended as follows: The zoning classification of the following legally described property addressed as 3501 Douglas Drive North, currently classified as Commercial (C) and Low Density Residential (R-1), shall henceforth be classified as Commercial – Planned Development (C-PD): Lot 1, Block 1, Suite Living of Crystal, Hennepin County, Minnesota. Attachment F 7.3 Section 3. Conditions. The rezoning approved herein is conditioned on compliance with the following: (a) Site Plan. The development shall be constructed according to the site plan in attachment E of the staff report. Prior to disturbing the site, the applicant shall: 1. Receive approval by the City Council of lot consolidation and easement vacation applications to combine the applicant’s six properties at 3449, 3501, and 3505 Douglas Drive and 3442, 3456, and 3500 Edgewood Avenue into one parcel, vacate drainage and utility easements, and provide new easements on the final plat document. 2. Receive approval of the stormwater management plan by the Bassett Creek Watershed Management Commission. 3. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the parking lot, infiltration basin, and landscaping plan. 4. Provide documentation on sheets C1.0 and L1.0 of the reason for the removal of any trees over 12” in diameter. The applicant must demonstrate that the number of replacement trees meets UDC requirements. (b) Rental licensing and inspections. Because the facility will not be inspected by the state or other agency, a city rental license and inspections are required. Before Hampton receives a certificate of occupancy from the city for the specialized care facility, they shall secure a rental license from the city and renew this license annually as required by the city. The required rental licensing shall be the same as for a 32-unit multiple-family apartment dwelling which includes an inspection to verify that the facility meets the property maintenance regulations of Crystal City Code Section 425, as may be amended by the City Council. (c) Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. Section 4. 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. Section 5. 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. _ 7.3 _____________________________ Jim Adams, Mayor ATTEST: __________________________ Chrissy Serres, City Clerk First Reading: January 21, 2020 Second Reading and Adoption: ________________________ Publication: ________________________ Effective Date: ________________________ 7.3 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 1 OF 9 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Anne Norris, City Manager (for January 21 Meeting) DATE: January 16, 2020 RE: Consider adoption of a resolution approving a conditional use permit and variance to allow Verizon to construct a telecommunication tower at 3200 Vera Cruz Avenue North A.INTRODUCTION Verizon is proposing to construct a telecommunication tower on city-owned property at 3200 Vera Cruz Avenue North. The property is zoned Low Density Residential (R-1) and telecommunication towers are a conditional use. The applicant is also requesting variances from zoning requirements to construct the tower. Notice of the November 18 public hearing was published in the Sun Post on November 7 and mailed to property owners within 1,000 feet (see attachment A). A hearing notice was also sent to the City of Golden Valley since many properties in the notification area lie within Golden Valley. 2018 Aerial Photo: COUNCIL STAFF REPORT Telecommunication Tower 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 2 OF 9 Attachments: A. Site location map showing public hearing notification area B. Existing zoning map C. Site photos D. Owl Engineering report E. Documents submitted by applicant: 1. Project narrative for use-specific standards and CUP/variance criteria 2. Existing and proposed coverage maps 3. Aerial photos showing tower distance from residential properties 4. Letter confirming non-interference with public or private telecommunications 5. Letter from Sabre Industries relating to tower’s ability to withstand wind speeds F. Site plan (15 sheets) G. Resolution Staff Report Organization Section Page Number(s) Information Provided B. Background Pages 2 - 4 • Neighborhood meeting • Existing use • Adjacent uses • Proposed use C. Conditional Use Permit Pages 5 - 6 • Demonstrated need for tower • CUP criteria D. Variance Pages 6 - 8 • Variance criteria E. Requested Action Page 8 • Planning Commission recommendation • City Council action B. BACKGROUND Neighborhood meeting The applicant held a neighborhood meeting on July 23, 2019, which was attended by three area residents, five Planning Commissioners, two City Council members, the Mayor and the city planner. The purpose of the meeting was to provide information on the proposed project to property owners near the site. Attendees asked questions about the site plan layout and timing of tower construction. Existing use The 3,827 square foot property is owned by the city, and the property contains a city- owned sanitary sewer lift station, with a utility pole that provides power to the lift station. 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 3 OF 9 Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North – Excess right-of-way owned by MnDOT • East – Highway 100 • West – Single family homes zoned R-1 • South – Excess right-of-way owned by MnDOT Proposed use The applicant is proposing to construct a telecommunications tower on the site to improve cell phone reception in the area. The following use-specific standards in the UDC for telecommunications towers are addressed in information submitted by the applicant (attachments E and F). The city has retained Owl Engineering to assist in verifying that the proposed tower meets the city’s requirements (attachment D). A representative from Owl Engineering will attend the January 21, 2020 City Council meeting to answer questions the Council may have. Use-specific standards for telecommunication towers: • Size of parcel.  Requirement: The property cannot be less than 5 acres, and must be large enough that if the tower collapses, it falls completely within the property.  Findings: The property is 3,827 square feet (0.09 acres) in size. The applicant has requested a variance to this requirement (see section E, below). Owl Engineering has verified Verizon’s assertion that if the tower collapses, it will fall completely within the property. • Tower setbacks and buffers.  Requirement: The tower cannot be located within 660’ from another tower.  Findings: The nearest tower is at 2055 Lilac Drive North, Golden Valley, which is approximately 4,500’ from the proposed tower.  Requirement: The tower cannot be located within 165’ from a single-family dwelling.  Findings: The nearest dwelling to the proposed tower is at 3160 Welcome Avenue North, which is 278’ from the tower.  Requirement: The tower cannot be located within 82.5’ from any lot line.  Findings: The proposed tower is approximately 17’ to the closest property line for the property at 3200 Vera Cruz Avenue North. The applicant has requested a variance to this requirement (see section E, below). • Tower height.  Requirement: The tower cannot exceed 100’ or 50% of the distance from the tower to the nearest property line of a single-family dwelling, whichever is less.  Findings: The tower is 191’ to the nearest residential property line. Therefore, the tower cannot exceed 96’ in height. The proposed tower is 91’ in height, with a 9’ tall lighting rod to bring the height of the structure to 100’. • Co-location. 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 4 OF 9  Requirement: The tower must be able to accommodate at least one other telecommunication facility.  Findings: The tower will be able to accommodate two other wireless providers in the future. • Illumination.  Requirement: Towers cannot be artificially illuminated unless required by the Federal Aviation Administration (FAA).  Findings: The tower will not be illuminated. • Exterior finish.  Requirement: Exterior tower finish is to be approved by the City Council.  Findings: Staff recommends that the tower be painted a forest green color to match the city’s traffic light poles. This has been made a condition of approval for this tower. • Landscaping.  Requirement: Ground-mounted equipment must be screened from view by suitable vegetation, except where a design of non-vegetative screening better reflects and complements the character of the surrounding neighborhood.  Findings: The ground-mounted equipment is screened with a combination of cedar fencing surrounding the equipment and new trees facing the residential neighborhood. The new trees are “black hills spruce”, “autumn splendor buckeye”, and “eastern white pine”. • Security.  Requirement: Towers must be reasonably posted and secured to protect against trespass.  Findings: An 8’ tall cedar fence with a locked gate will surround the tower and ground – mounted equipment. • Access/parking.  Requirement: Access shall be provided to the tower during normal business hours and have at least one paved parking space.  Findings: Access to the tower will be available during normal business hours. The property currently has a paved parking space. • Stealth design.  Requirement: To the extent practical, towers must be of stealth design to make the tower less visible.  Findings: In this particular situation, a non-stealth design is acceptable because it enables additional providers to co-locate on the tower, thus reducing the need for additional towers to be built in the area. • Interference with public safety and lift station equipment.  Requirement: The construction and placement of the tower will not interfere with public safety communications and the usual and customary transmission or reception of radio, television, or other communication services enjoyed by adjacent properties. 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 5 OF 9  Findings: The applicant has provided a letter verifying that the tower will not interfere with public or private communications (attachment E). This information has been verified by Owl Engineering (attachment D). • Stormwater management and erosion control measures.  Requirement: The applicant shall provide erosion control techniques during tower construction.  Findings: The city does not require a stormwater management plan for properties under one acre in size. During tower construction, the city will require erosion control techniques to be used on-site including wattle logs and inlet protection. C. CONDITIONAL USE PERMIT Demonstrated Need for Tower According to section 515.19, Subd. 6 of the UDC the City Council may approve a CUP to allow a telecommunication tower in the R-1 district if it “reasonably addresses an identified significant gap in the provider’s service”, subject to the following requirements: • The City Council makes a finding that the provider has demonstrated by clear and convincing evidence that there is a significant gap in the provider’s service, and:  There is no co-location option that would reasonably address the demonstrated significant gap in the provider’s service; or  There is no other alternative tower site that would reasonably address the demonstrated significant gap in the provider’s service. The applicant has submitted information in attachment E in which they have determined that a tower is needed at this location in order to close a significant gap in their cell phone service, and that there is not an option to co-locate an antenna on another tower. Owl Engineering has reviewed this information and has concluded that Verizon is correct in their assessment (attachment D). CUP criteria In addition to the CUP criteria listed above, the following are the relevant criteria in city code section 510.19 for approval of CUPs. The applicant has also provided their own response to these criteria in attachment E. (a) The proposed use has been approved as a conditional use in the zoning district for which it is proposed. Findings: Telecommunication towers are a conditional use in the Low Density Residential (R-1) zoning district if the applicant can demonstrate that the tower addresses a significant gap in coverage that cannot be corrected by co-locating an antenna on an existing tower (see above). 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 6 OF 9 (b) The conditional use will be in accordance with the general objectives, or with any specific objective, of the city’s comprehensive plan and this UDC. Findings: On the 2040 Planned Land Use map, the property is guided as Institutional. As a utility use, the proposed telecommunication tower 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: Currently the property contains a utility use – a sanitary sewer lift station - that is proposed to continue. The addition of another utility use on this property – a telecommunications tower – is not expected to change the character of the area. The proposed tower will be located near Highway 100 at a distance of approximately 190’ from the property line of the nearest residential property. (d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently addressed to mitigate negative impacts on nearby uses. Findings: The proposed tower will not generate unusual noise impacts. (e) Parking is adequately provided for the proposed conditional use. Findings: As described in section B, above, parking is adequately provided for the proposed tower. (f) In the approval of a conditional use permit, the City Council may impose such conditions as it determines is necessary to make the use compatible with other uses allowed in the same district zone or vicinity. Findings: The proposed conditions of approval for the CUP are found in section F of this staff report. E. VARIANCE The applicant is applying for two variances to construct the proposed tower: • Lot size requirement for tower: The UDC requires a minimum 5-acre lot size. The property is only 3,827 sq. ft. (0.09 acres) in size. • Setback from property lines: The UDC requires a minimum setback of 82.5’ from the closest property line. Due to the small size of the parcel, the tower is proposed to be approximately 17’ from the closest property line. Variance criteria The following are the relevant approval criteria for this variance as outlined in city code sections 510.33 and 515.19, followed by staff response: 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 7 OF 9 a) Variances shall only be permitted when they are in harmony with the general purposes and intent of the official control and when the terms of the variances are consistent with the comprehensive plan. Response: The intent of the city’s zoning ordinance is to provide for regulations to promote orderly development that allows for adequate access to light, air, and convenient access to property. The approval of a telecommunications tower that is on a small property in which the tower is close to the property lines will not impede access to adequate light or air for adjacent properties because it is surrounded by public land. If the variance is approved, the utility use on the property will continue to be in conformance with the Comprehensive Plan’s Institutional planned land use designation. b) Variances shall only be permitted when the City Council finds that strict enforcement of specific provisions of this section would create practical difficulties due to circumstances unique to a particular property under consideration. Practical difficulties, as used in connection with the granting of a variance, means that the property owner: 1) proposes to use the property in a reasonable manner not permitted by an official control; and 2) the plight of the landowner is due to circumstances unique to the property not created by the landowner; and 3) the variance, if granted, will not alter the essential character of the locality. Response: The use of the subject property to include a new telecommunications tower for a property that already contains a utility use is a reasonable use permitted by the city’s zoning regulations. The property was purchased in 2000 from the Minnesota Department of Transportation (MnDOT) to accommodate a small utility use. Because of the small size of the property, the tower cannot be constructed in any location on the property where it will meet the 82.5’ required setback. The lot area and setback variance is necessary to ensure that the tower can correct an identified gap in telecommunications coverage without negatively impacting other properties. The essential character of this area will not change if the variance is approved since the proposed tower will be located adjacent to Highway 100 and set back approximately 191’ from the nearest residential property line. c) Economic considerations alone do not constitute practical difficulties. Response: The applicant has indicated that a telecommunications tower is needed in this area to correct a physical gap in cell phone coverage. 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 8 OF 9 Therefore, economic considerations alone are not the sole reason for requesting this variance. (d) The location, shape, appearance or nature of use of the proposed tower will neither substantially detract from the aesthetics of the area nor change the character of the neighborhood in which the tower is proposed to be located. Response: The property already contains a utility use and the variance will allow an additional utility use on the property. Since the tower will be located near Highway 100 and is substantially distant from residential uses, the appearance and character of the neighborhood is not expected to change. (e) The variance will not create any threat to the public health, safety, or welfare. Response: The city’s consultant engineer for this proposed tower, Owl Engineering, has reviewed the information submitted by the applicant and has confirmed that the tower will not create any threats to the public health, safety, or welfare. (f) In the case of a requested modification to the setback requirement, that the size of parcel upon which the tower is proposed to be located makes compliance impossible, and the only alternative for the applicant is to locate the tower at another site that poses a greater threat to the public health, safety or welfare or is closer in proximity to lands used for residential purposes. Response: The identified gap in coverage is in south Crystal which is predominantly residential. The property at 3200 Vera Cruz Ave N is a good location for the proposed tower since it is close to Highway 100 and substantially distant from residential properties. F. REQUESTED ACTION At the November 18, 2019 Planning Commission meeting, the Commission recommended by a vote of 7-0 (two members absent) that the City Council approve the conditional use permit and variance for Verizon to construct a tower with the following conditions: 1. Site Plan. The development shall be constructed according to the site plan in attachment F. 2. Site improvement agreement. Prior to disturbing the site, the applicant shall sign a site improvement agreement with the city to guarantee installation of the landscaping plan and fence. 3. Exterior finish. The tower shall be painted forest green to match the city’s traffic signal poles. 4. Compliance. This conditional use permit and variance is subject to the applicable requirements of the city code, and the applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances, and is required to obtain such other permits and permissions as may be required. 7.4 3 200 VERA CRUZ AVENUE NORTH –TELECOMMUNICATION TOWER APPLICATION PAGE 9 OF 9 5. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this conditional use permit and variance shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 6. Revocation. The violation of any terms or conditions of this conditional use permit and variance including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 7. Binding Effect. This conditional use permit and variance, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit and variance shall also be the obligations of the current and any subsequent owners of the property. 8. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit and variance shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit and variance without qualification, reservation, or exception. City Council motion is requested to approve the proposed resolution (attachment G). 7.4 Site Location and Public Hearing Notice Mailing Map 3200 Vera Cruz Ave. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 7.4 Zoning Map 3200 Vera Cruz Ave. N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 7.4 Attachment C 7.4 7.4 7.4 REPORT REGARDING CONSTRUCTION OF A 100-FOOT COMMUNICATIONS TOWER AT 3200 VERA CRUZ AVE NORTH CRYSTAL, MINNESOTA FOR VERIZON WIRELESS PREPARED BY: GARRETT G. LYSIAK, P.E. OCTOBER 28,2019 Attachment D 7.4 EXECUTIVE SUMMARY The City of Crystal Ordinance for wireless telecommunications towers requires the demonstration of a need (gap in coverage) or a showing of need for the proposal. This analysis demonstrates the proof of need requirement is satisfied. This new tower will eliminate both coverage and capacity problems. It would provide the required Personal Communication System (“PCS”) coverage to eliminate the present existing poor coverage area for the expanded service. There are no existing towers identified that could provide the required coverage and eliminate the predicted coverage gap. All towers in the nearby area were examined and none were found that could be used. Due to the lack of any existing towers or support structures in the vicinity, the new site would need to locate very near to the proposed location in order to fill the coverage gap. There is no evidence to show this new tower will cause interference to the present frequencies and any Public Safety or City communications systems. There is no demonstrated RF Radiation hazard to the public, even when other additional PCS systems are added to the study. As required by the ordinance, this tower will accommodate additional communications systems, and it complies with all the structural requirements of the ordinance. Review of the failure analysis condition shows that the fall zone of this tower is predicted to be 15% of the total height. I do agree with this statement on the failure mode. 7.4 TABLE OF CONTENTS ENGINEERING STATEMENT FIGURE 1 SITE MAP FIGURE 2 AERIAL VIEW FIGURE 3 AIRSPACE MAP FIGURE 4 FAA TOWER STUDY DETERMINATION FIGURE 5 ANTENNA STRUCTURE SEARCH FIGURE 6 PREDICTED COVERAGE FIGURE 7 EXISTING COVERAGE 7.4 1 Engineering Statement The documents submitted by Verizon Wireless to The City of Crystal for a new 100-foot tower were reviewed for compliance with the technical requirements of the zoning ordinance. The site is located at 3200 Vera Cruz Ave North, Crystal, MN. The site location was plotted on a USGS 7.5-minute map (Figure 1 “Site Map”)1. In addition, an aerial photograph is included to show the proposed site location and the surrounding area (Figure 2 “Aerial Site Map”). Airspace Study Figure 3 shows the proximity to the Crystal Airport. The proposed tower site was examined for any impact on the local airspace and airports. The tower height is proposed to be under 200-feet and is therefore not usually required to get Federal Aviation Administration (FAA) or Federal Communications Commission (FCC) approval, unless it is located near an airport. The proposed tower is approximately three miles from Crystal Airport runways but is on the approach path of the runways. A tower/airspace study was performed (Figure 4) and the results show that the proposal will not have an impact on any of the Crystal Airport runway approaches. There are no private airport facilities in the search area. Existing Tower Sites A search of both FCC and FAA databases was performed to determine the location of any potential alternate locations for the proposed monopole. A state-owned tower was identified but this tower is not structurally capable of supporting the antennas and is not within the Verizon search area and was not considered. Figure 5 shows the results of this search. Site Construction The site construction plans show the tower that is planned for this project. The tower drawings supplied show compliance with the requirements of ANSI2/TIA 3-222-G standard which requires loading for: 1. Exposure C to the standard. 2. 90 mph basic wind, with no radial ice. 3. 50 mph basic wind with 1/2” of radial ice. (ice is considered to increase in thickness with height) 4. The tower is designed to withstand the Ultimate Wind Speed for this area of 115 mph 1 Site Location N 45° 00’ 52.38” W 93° 20’ 59.43 2 American National Standards Institute 3 Telecommunications Industry Association 7.4 2 The proposal shows that the tower is currently designed to accommodate two additional antenna systems antennas. This will eliminate the need for an additional new tower in the vicinity for some time. The structural data submitted (Sabre Industries) states that the fall zone of this proposed tower is predicted to be 15% of the height is was designed with a safety factor of more than a 25% loading factor. I do agree with the analysis that the tower is predicted to fall within the property area. Coverage Study In reviewing the submitted data it was determined that (Verizon) has designed its communications facilities in the Crystal area with several surrounding sites providing area wide coverage. During my initial inspection of the application, it was determined that several keys pieces of information were missing and were required to analyze the predicted and existing coverage of the Verizon system. The information was provided and I was able to complete my analysis of the application. Figure 6 shows the predicted coverage area with the new monopole. Figure 7 shows the area with the proposed monopole removed from the analysis and the predicted coverage gap is identified. Interference Study A search was performed using the FCC frequency database 4 to determine the frequency and location of any city or county public safety facilities within one-mile from the proposed tower location. Using all the identified frequencies either utilized by the city or county, an intermodulation (interference) study was performed to determine if any predicted interference products would be generated by the proposed Verizon Wireless facility. The results of the study indicate that there are no interference products predicted to be generated that would cause interference to any of the identified protected frequencies. Verizon states that they do perform an interference study on their towers. However, they only consider other carriers on the tower and my analysis includes city and county frequencies. The study shows that there are no predicted (low order) interference intermodulation products generated from combinations of existing and proposed channels at this site. When the proposed communications facility is constructed, antenna separation, antenna pattern directionality properties and equipment filtering will further reduce the potential of intermodulation induced interference. This analysis is a mathematical study and will not account for interference mitigation that will occur due to the differences in technologies 4 Federal Communications Commission, Wireless Telecommunications Bureau –“Universal Licensing System” 7.4 3 and equipment configurations and filtering. This study assumes a worst-case scenario using as many as four transmitters operating simultaneously (which is a rare occurrence). Additionally, due to the high frequencies used on this new facility there is no predicted interference to occur on any other communication devices such as televisions, personal computers, telephones, garage door openers, security systems, and other electronic equipment. In summary, the use of good engineering and installation practices should mitigate any interference to any nearby existing communications systems or any additional future systems on the tower and it is my opinion that the Verizon Wireless system frequencies should not cause any harmful interference problems to any of the existing City or County communications systems and is in compliance with the ordinance. RF Radiation Analysis Using the data submitted by Verizon Wireless we performed a “Worst-Case” radiation analysis to determine the amount of RF energy that would be present at the base of the tower. In making our calculations, we assumed that all of the RF energy generated by the facility would be directed downward and three separate antennas at maximum power levels were used for the calculations. This is not the real-world situation since the antennas used by PCS systems are designed to radiate towards the horizon. Additionally, calculations were performed including any future antenna systems on the tower and added to the total RF exposure level. However, using this analysis method I was able to determine that the maximum level of RF radiation reaching the ground (head height) at the tower base is less than 20 percent of the ANSI standard value for the general public exposure limit and as such is not classified as an RF radiation hazard. This proposal satisfies the current Federal guidelines for RF Exposure 5. Summary The review of the proposed Verizon tower indicates that: • It would provide the required wireless system coverage to eliminate the present existing poor coverage area and provide enhanced existing coverage. 5 FCC Office of Engineering and Technology Bulletin OET-65 Edition 97-01 7.4 4 • The site is not predicted to cause any interference products to any protected frequency in the area and is not predicted to be an RF radiation hazard. • The tower is designed to accommodate two additional communications systems. • The proposal complies with the structural requirements of the ordinance. • Due to the lack of any existing towers or adequate support structures in the vicinity, the site would need to locate very near to the proposed location to fill the coverage gap. Respectfully submitted, Garrett G. Lysiak, P.E. 7.4 SITE (C) Copyright 2016, Trimble Navigation Limited (OSSEO) CONTOUR INTERVAL 10 FT [BASE MAP VERTICAL DATUM] SCALE 1:24000 0 1 Mile 0 1000 Yards 0 1 Kilometer Declination MN 0° 12' EGN 0° 15' W  MNGN MINNEAPOLIS NORTH, MN JAN 1, 1993 MINNEAPOLIS NORTH QUADRANGLE MINNESOTA TOPOGRAPHIC SERIES 7.4 200 ft N➤➤N © 2018 Google 7.4 7.4 = Pending Application(s) ASR Registration Search Registration Search Results Displayed Results Specified Search Latitude='45-00-52.4 N', Longitude='93-20-59.4 W', Radius=1.6 Kilometers Registration Number Status File Number Owner Name Latitude/Longitude Structure City/State Overall Height Above Ground (AGL) 1 1014621 Constructed A0498027 MINNESOTA, STATE OF 45-00-01.0N 093-21-14.0W GOLDEN VALLEY, MN 67.1 7.4 TOWAIR Determination Results A routine check of the coordinates, heights, and structure type you provided indicates that this structure does not require registration. *** NOTICE *** TOWAIR's findings are not definitive or binding, and we cannot guarantee that the data in TOWAIR are fully current and accurate. In some instances, TOWAIR may yield results that differ from application of the criteria set out in 47 C.F.R. Section 17.7 and 14 C.F.R. Section 77.13. A positive finding by TOWAIR recommending notification should be given considerable weight. On the other hand, a finding by TOWAIR recommending either for or against notification is not conclusive. It is the responsibility of each ASR participant to exercise due diligence to determine if it must coordinate its structure with the FAA. TOWAIR is only one tool designed to assist ASR participants in exercising this due diligence, and further investigation may be necessary to determine if FAA coordination is appropriate. DETERMINATION Results PASS SLOPE(100:1)NO FAA REQ - 5252.0 Meters (17230.7 Feet)away & below slope by 23.0 Meters (75.4599 Feet) Type C/R Latitude Longitude Name Address Lowest Elevation (m) Runway Length (m) AIRP R 45-03- 41.00N 093-21- 32.00W CRYSTAL HENNEPIN MINNEAPOLIS, MN 264.2 996.10000000000002 PASS SLOPE(100:1)NO FAA REQ - 5180.0 Meters (16994.5 Feet)away & below slope by 23.0 Meters (75.4599 Feet) Type C/R Latitude Longitude Name Address Lowest Elevation (m) Runway Length (m) AIRP R 45-03- 39.00N 093-21- 28.00W CRYSTAL HENNEPIN MINNEAPOLIS, MN 264.2 996.10000000000002 PASS SLOPE(100:1)NO FAA REQ - 4803.0 Meters (15757.6 Feet)away & below slope by 19.0 Meters (62.3400 Feet) Type C/R Latitude Longitude Name Address Lowest Elevation (m) Runway Length (m) AIRP R 45-03- 28.00N 093-20- 57.00W CRYSTAL HENNEPIN MINNEAPOLIS, MN 264.2 996.10000000000002 PASS SLOPE(100:1)NO FAA REQ - 4741.0 Meters (15554.2 Feet)away & below slope by 18.0 Meters (59.0499 Feet) Type C/R Latitude Longitude Name Address Lowest Elevation (m) Runway Length (m) AIRP R 45-03- 26.00N 093- 21-0.00W CRYSTAL HENNEPIN MINNEAPOLIS, MN 264.2 996.10000000000002 7.4 Your Specifications NAD83 Coordinates Latitude 45-00-52.4 north Longitude 093-20-59.4 west Measurements (Meters) Overall Structure Height (AGL) 30.5 Support Structure Height (AGL) 0 Site Elevation (AMSL) 263 Structure Type MTOWER - Monopole Tower Construction Notifications Notify Tribes and Historic Preservation Officers of your plans to build a tower. 7.4 SIGNAL COVERAGE Received power at best base = IN BUILDING = OUTDOORS < Display threshold level: -120.0 dBmW RX Antenna - Type: ISOTROPIC Height: 4.0 ft AGL Gain: -2.15 dBd MILES -0.3 0 1 7.4 SIGNAL COVERAGE Received power at best base = INDOOR = OUTDOOR < Display threshold level: -120.0 dBmW RX Antenna - Type: ISOTROPIC Height: 4.0 ft AGL Gain: -2.15 dBd MILES -0.3 0 1 7.4 (3): Development of towers: (4): An application to develop a tower should include: (i): There are no other towers w/in ½ mile of this proposed tower. Enclosed is a document from the FCC website confirming that there are no existing towers w/in 1 km of Verizon’s proposed tower location (ii): NA (ii): NA (iv): Non-interference letter signed by Verizon’s RF Engineer is enclosed with this application. (v): A structural engineering letter (UDC) will be provided when the tower is ordered and signed by a state licensed engineer and submitted to the city duringt the building permit process. (vi): Enclosed is a signal propagation depiction as well as a description of Verizon’s objective and need for this new tower location signed by Verizon’s RF Engineer. (5)(iii) (A): NA (B): Verizon is applying for a variance. (C): Please see the attached site plan. (D): NA (iv): There isn’t another tower w/in 1/8 of a mile of this proposed tower as evidenced by the FCC/ASR document provided within this application. (v): NA; this property is owned by the city and used as a lift station. (vi): See enclosed aerial w/ measurements to nearest, residential properties. (vii)Adjacent property is ROW and Highway 100. (viii): Proposed tower location is located on city-owned property. (ix): Tower will be constructed to structurally accommodate at least 2 other, future wireless providers. (6) Setbacks: (i): See enclosed letter from tower manufacturer, Sabre, confrming that, upon failure, the tower will collapse well within the property lines of the subject parcel. (ii): Noted. (iii): NA. This requirement doesn’t apply to towers are approved via CUP. (7) Structural Requirements: Noted. Documents will be submitted by a certified engineer to the building official during the building permit application process. Attachment E 7.4 (8) Height: Tower will not exceed 100’ (9)Separation or buffer requirements: NA as the nearest residential property lines are over 1.5X the height of the tower and this tower is subject to a CUP process. (10) Method os determining tower height: Noted. (11) Illumination: This tower is well under the FAA threshold that would require illumination. Tower will not be lit. (12) Exterior Finish: As proposed, this tower will have a silver, galvanized steel finish. (13) Fencing: A cedar wood fence is proposed to encompass the tower/equipment. See enclosed plans. (14) Landscaping: Please see the enclosed plans which depict landscaping around the lease area. (15) Security: A fence will encompass the lease area/tower; also, climbing pegs will not be located on the first 12’ of the tower to further limit the chance of unauthorized climbing. (16) Access: There’s a parking spot located on a paved surface right near the proposed monopole location. (17) Stealth: A stealth pole isn’t practical as we’re building a monopole to accommodate multiple carriers on one pole. A stealth pole (that is, antennas internal to the pole) that accommodates multiple carriers looks more like a silo as it needs to be designed to accommodate dozens of coax line, antennas, and ancillary equipment. A standard monopole in this location is warranted and practical. (18) Other telecommunications facilities: NA (19) Existing towers: NA (20) Abandoned or unused towers or portions of towers: Verizon wil abide by this provision. This is also covered in the lease agreement between Verizon and the City of Crystal. (21) Additional criteria for variances for towers: Enclosed is a separate document: Variance Narrative. (22) Maintenance: Noted. Verizon will abide by these city requirements. (23) Additional requirements: (i): Inspections: Noted. (ii): Excavation/Monitoring: Noted. 7.4 Conditional Use Permit Narrative: 1. a): R1 b): Undeveloped land used for city purposes (lift station/generator) c): Verizon Wireless is proposing to construct a 91’ (100’ w/ a 9’ lightning rod) wireless communications monopole along w/ a platform that will contain operating/ancillary equipment in order to improve coverage/capacity to this area of Crystal. This monopole will be constructed to structurally accomoodate 2 other, future wireless providers. d): Yes, this proposed use is allowed via a CUP. e): Wireless communications have become a fixture in every day life. Less than ½ the population even utilizes land-line communications. Wireless phones are now used for watching television, streaming movies, downloading/uploading music, business activities, apps, video games, texting, Google Earth; the list goes on and on. Because of these reasons, more and more wireless antennas/sites are necessary to keep up with the demand and increase coverage and capacity. This location for the monopole was selected as it’s right near a major highway (100), is blocked well from the east by the sound wall on the west side of Hwy 100, is on an undeveloped city parcel not conducive to much else, is screened well from view by tall trees/vegetation from the residential area to the west, and meets all of Verizon’s objectives to provide the best possible wireless network to the residentts/visitors of Crystal. Furthermore, this structure will be built to structurally accommodate 2 other wireless providers which will alleviate the need for additional structures to be built in Crystal. 500.03 (a): Monopole will be located off a ROW in an area away from residences and screened well from view by a sound buffer wall and existing, tall vegetation near the residences. Light and air won’t be compromised as this is a relatively narrow structure, congestion won’t be increased (after construction) as only a technician will be visiting the site once/month to maintain the system, and there’ll be non-impeded access to the city property via an establish, paved access road. (b): As mentioned previously, the monopole will be located away from residences, off of a ROW, amongst 50’+ utility poles, adjacent to a sound buffer wall along Hwy 100, and can be painted any color the city chooses to better blend into the surrounding environment. Frankly, this structure will be a benefit to the area as it’ll provide enhanced wireless communication to Verizon customers and other wireless users as their providers utilize the monopole in the future. (c): Development will not be impeded by the construction of this wireless communications monopole. No public utilities will be utilized for this project. (d) and (e): Noted. 7.4 f): Currently, the parcel includes a lift station/generator, overhead electrical poles, and a wall adjacent to the east to buffer the noise of traffic traveling north and south down Highway 100. The only residential dwellings are to the west and those are screened from view very well by tall, mature vegetation. Verizon is proposing to encompass the lease area/tower with a cedar fence and additional landscaping to further disguise the ground equipment. Furthermore, the monopole can be painted a dark brown/green to further blend in with the 50’+ wood, overhead power lines that run thru the property to the south. g): The wireless communications site will emit no noise, will only be visited by a technician for emergency purposes or general maintenance once/month, and there’ll be no exterior lighting installed at the site. h): There’s an existing, paved road that leads right to the proposed monopole with a parking spot for a maintenance vehicle. If need be, additional parking could be added for future maintenance vehicles if other wireless companies add equipment/antennas to the site. i): Please find enclosed a narrative addressing all aspects of the (3) Development of towers section of the Crystal City Code. j): No, this property is not within a flood plain. 2. a): Drawings are included with this application and are signed by a state-licensed architect. b): 24” x 36” plans aren’t to scale and were not submitted. 2, 11” x 17” plans are included as well as a digital version sent via email (pdf) to Dan Olson. c): a. Site Plan = included w/in drawings. b. Utility Plan = included w/in drawings. c. Stormwater/Erosion Control Plans = included w/in drawings. d. Landscape Plan = included w/in drawings. e. Exterior Lighting Plan = NA. f. Building Architectural Plans = NA. d): Included w/in drawings. Utility Plan: A survey’s included as the last page of the drawings that includes existing and proposed utility routes. Stormwater management/Erosion Control Plan: Included within drawings (pages 2-5) 7.4 Landscape Plan: Included on page A-2.1 of the drawings. Exterior Lighting Plan: Not applicable. Building Architectural Plan: No building’s being proposed; however, the drawings of the wireless structure are signed/stamped by a state-licensed architect. 7.4 Variance Narrative: a): R1 b): Undeveloped land used for city purposes (lift station, generator) c): Verizon Wireless is proposing to construct a 91’ (100’ w/ a 9’ lightning rod) wireless communications monopole along w/ a platform that will contain operating/ancillary equipment in order to improve coverage/capacity to this area of Crystal. This monopole will be constructed to structurally accomoodate 2 other, future wireless providers. d): Subdivision 6 (b) (5) (iii) (B) – “If zoned residential then the site shall contain no less than five acres.” e): The subject parcel is a small parcel (less than 1/10th of an acre) the city acquired from the county off of the ROW for a lift station/generator that’s too small for additional development. 500.03 (a): Monopole will be located off a ROW in an area away from residences and screened well from view by a sound buffer wall and existing, tall vegetation near the residences. Light and air won’t be compromised as this is a relatively narrow structure, congestion won’t be increased (after construction) as only a technician will be visiting the site once/month to maintain the system, and there’ll be non-impeded access to the city property via an establish, paved access road. (b): As mentioned previously, the monopole will be located away from residences, off of a ROW, amongst 50’+ utility poles, adjacent to a sound buffer wall along Hwy 100, and can be painted any color the city chooses to better blend into the surrounding environment. Frankly, this structure will be a benefit to the area as it’ll provide enhanced wireless communication to Verizon customers and other wireless users as their providers utilize the monopole in the future. (c): Development will not be impeded by the construction of this wireless communications monopole. No public utilities will be utilized for this project. (d) and (e): Noted. f): The area near this parcel is relatively dense with residences, close to a park, and right off of Hwy 100; this equates to heavy wireless usage and the need for enhanced coverage/capacity. Currently, the cell site that serves this area is near capacity and will continue to get worse. Hence, this area needs its own cell site to serve Verizon customers in order to maintain a first- class wireless system with seamless calls/texts, fast uploads/downloads, uninterrupted streaming, and expeditious web-surfing/browsing. There’s noting planned for this parcel as it’s too small to be utilized for anything other than the city’s current use. However, as conveyed previously, it’s very conducive to a wireless communications monopole and accessory equipment that will greatly benefit Verizon’s customers in this area of Crystal. 7.4 g): The parcel is quite small (1/10th of an acre) and can’t be utilized for much other than the city’s current use. However, it’s large enough to accommodate a wireless communication monopole and accessory ground equipment for a number of wireless providers. The parcel’s off the ROW, away from residences, abuts a major thoroughfare (Hwy 100), is immediately adjacent to a sound buffer wall along Hwy 100, and is an ideal location for Verizon to build a communications monopole in order to improve coverage to this area of Crystal. Though the parcel’s small, the monopole can be engineered, upon failure, to collapse upon itself within the property lines. h): As explained previously, the monopole ground equipment will be screened from view by a cedar fence, a good portion of the monopole will be screened from view to the east by the sound buffer wall on the west side of Hwy 100, the residences to the west are screened from view by existing, tall vegetations/trees, and there are existing 50’+ overhead electrical poles/lines running along the southern end of this parcel. Furthermore, Verizon’s monopole can be painted any color the city chooses to further blend into the surrounding environment. 7.4 RF Coverage Maps for Proposed Site in Crystal, MN 9-16-2019 Nithya Jaipuriyar, RF Engineer, Verizon Wireless The following maps demonstrate the need for a new site near Bassett Creek Park, Crystal, MN 55422. The measurements considered in this study will be the Coverage and the Best Server Coverage Distribution - a map showing the geographic areas served by a site’s sector. A new site such as the one proposed in this document will be designed with the goal of improving coverage in an area, especially in target areas such as neighborhoods, shopping areas or busy highways/roads. Another design goal for a new site is to balance the load between the existing sites in the area and the proposed site. This way if a proposed site experiences a large amount of traffic, that traffic will be divided among existing and proposed sites resulting in an increased speed and connection reliability for customers. First case: Coverage In general, at analysis we can identify three levels of coverage: - Good (Red) – at this level customers will be able to establish and maintain reliable connections both indoors and outdoors; - Fair (Yellow) – at this level customers will be able to establish a reliable connection outdoors but performance will most probably suffer indoors. Reliable connections will still be possible in vehicle; - Poor (Green) – at this level, connections can only be established outdoors. Reliable connections indoors or in vehicle are highly unlikely. If the coverage is below poor level, it is generally considered that the signal is ‘non-existing’, meaning that no reliable connection will likely be possible. The following maps show the existing and expected coverage in the area surrounding the proposed site. 7.4 Figure 1. Existing Coverage (Without the Simulated Effect of the Proposed Site) The above map shows the existing coverage in the area surrounding the proposed site Quail. Areas with Good coverage levels are shown in red; areas with Fair coverage are shown in yellow, and areas with Poor coverage levels are shown in green. Areas shown with no color have a coverage level below Poor which is considered to be unreliable signal. The expected coverage impact of the proposed site is not simulated in this case. As can be seen in the above coverage map, the area surrounding the proposed site, Quail has mostly Fair to Poor level of coverage. Fair to Poor coverage will experience connection reliability issues especially for customers in indoor locations or in vehicles. 7.4 Figure 2. Expected Coverage (With the Simulated Effect of the Proposed Site) The above map shows the existing coverage in the area surrounding the proposed site Quail. Areas with Good coverage levels are shown in red; areas with Fair coverage are shown in yellow, and areas with Poor coverage levels are shown in green. Areas shown with no color have a coverage level below Poor which is considered to be unreliable signal. The expected coverage impact of the proposed site is simulated in this case. As can be seen in the above map, the coverage with the proposed site, Quail, is expected to be significantly improved. To be noted that the areas that are currently being served at fair to poor coverage level are expected to be eliminated on MN-100 and in the residential neighborhood east of MN-100. 7.4 Second Case: Best Server Distribution The following maps will show the server coverage distribution with and without a new site near Bassett Creek Park, Crystal, MN 55422. At Verizon, a lot of effort is being placed to ensure that all sites in our network are balanced in terms of the amount of traffic they are managing. In other words, if a site is experiencing too much traffic, a new site would be needed to offload a portion of that traffic. The new site would make it possible to deliver a better network experience to our customers and increased speeds in the area that is currently being served by the existing overloading site. This is especially true in the commercial, residential neigborhoods and well-travelled highways (i.e. MN-100). A new build site would help offload the high amount of traffic served by the existing site located Northwest (Memory Park) of Quail, which will translate into increased speeds for our customers. To gauge the amount of traffic that will be offloaded by a new site, the Best Server Coverage Distribution is analyzed. The Best Server Coverage Distribution is a measure used to display the different sectors of a site and identify the geographical areas served by those sectors. In this type of simulation, several colors will be present on the map, each color identifying a site, and more specifically, identifying a sector of a site, that is serving in a geographical area. The identified sector has the best coverage level in that area. The following two maps display the existing and expected Best Server Coverage Distribution. 7.4 Figure 3. Existing Coverage (Without the Simulated Effect of the Proposed Site) The above map shows the existing best server coverage distribution of the area surrounding the proposed site (Quail). The expected effect of the proposed site is not simulated in this case. Each color on the map represents the area currently being served by individual sectors of existing sites. For example, if we consider the existing site (Memory Park) located Northwest of Quail, in brown we can identify the area covered by the west-facing sector of the site. In blue we can identify the area covered by the site’s north-facing sector. Similarly, green identifies the area served by the site’s southeast-facing sector. In the above map we can see that the southeast-facing sector (displayed in green) of the existing Verizon site (Memory Park) is currently serving a large residential neighborhood and MN-100 between Duluth St and 36th Ave. Analysis has shown that these sectors need an additional site to balance the traffic, thus the need for the proposed new site. 7.4 Figure 4. Existing Coverage (Including the Simulated Effect of the Proposed Site) The above map shows the existing best server coverage distribution of the area surrounding the proposed site (Quail). The expected effect of the proposed site is simulated in this case. Each color on the map represents the area currently being served by individual sectors of existing sites. For example, if we consider the existing site (Memory Park) located Northwest of Quail, in brown we can identify the area covered by the west-facing sector of the site. In blue we can identify the area covered by the site’s north-facing sector. Similarly, green identifies the area served by the site’s southeast-facing sector. As can be seen in the above map, the northwest-facing and southwest-facing sectors of the proposed site (Quail) would take over some of the traffic in the residential neighborhood and MN-100 between Duluth St and 36th Ave. This reduction in the amount of traffic served by the existing site Memory Park translates into an enhanced user network experience and increased speeds on MN-100 and users in the residential neighborhoods. 7.4 Analysis of Alternate Locations The location of a capacity site such as the one proposed herein is very important and chosen only after careful analysis of both existing and future predicted capacity demands. Several alternatives in the area are considered before identifying a specific location that would meet the radio frequency engineering objectives. Verizon Wireless intention is to meet the needs of the public in the area without adding to the number of tower but in this area, there were no colocation opportunities for us to consider. Analysis of current and future traffic demands have identified that the existing Verizon Wireless site (Memory Park) will exhaust its capacity in the very near future. Because of the high traffic demand in this area, the existing Verizon Wireless sites near this area are reaching its capacity limitations and, thus, a new site is needed in order to balance some of the existing site’s traffic with the new proposed site. By offloading a portion of that traffic, an increased network experience and increased speeds can be provided to our customers in this area. Your approval of this project will enable Verizon Wireless to continue to maintain the best, most reliable wireless service in your area for all of Crystal’s citizens and visitors. Sincerely, Nithya Jaipuriyar Verizon Wireless RF Engineer Email: Nithyakalyani.Jaipuriyar@vzw.com Mobile: 612-720-9030 7.4 7.4 7.4 7.4 7.4 Letter to Dan Olson – City of Crystal - 9/16/2019 Page 1 of 2 September 16, 2019 Dan Olson City of Crystal Planning Department Crystal, MN RE: Non-Interference with Public Safety or Private Telecommunications, pursuant to the City of Crystal Code (Re. Verizon Wireless Project Name “MIN Quail”, installation of antennas on existing tower located at Crystal, MN 55422 proposed for construction on Hennepin County – City of Crystal Property @ 3200 Vera Cruz Ave, Crystal, MN Dear City of Crystal: This letter serves to confirm that the proposed telecommunications equipment to be operated on the Verizon Wireless “MIN QUAIL” tower will not interfere with public safety or private telecommunications. Verizon Wireless provides Commercial Mobile Radio Services (“CMRS”) under licenses granted by the Federal Communications Commission (“FCC”). Pursuant to these licenses, Verizon Wireless is authorized to provide CMRS and operate a CMRS network in many geographic areas throughout the nation, including Columbus, Minnesota. The FCC exclusively regulates all technical aspect s of Verizon Wireless’ operations and network and preempts all state and local regulation of radiofrequency transmissions. The FCC rules protect co- channel and adjacent licensees against harmful interference. The above noted proposed Verizon Wireless facility is in compliance with all applicable FCC requirements. The following points cover Verizon Wireless’ practices pertinent to complying with the FCC requirements: 1. Verizon Wireless locates its transmitting antenna(s) in order to maximize vertical and horizontal separation from other operator’s systems to minimize interference potential. 7.4 Letter to Dan Olson – City of Crystal - 9/16/2019 Page 2 of 2 2. All operating hardware at the site is type-accepted by the FCC as far as emission levels within our licensed frequency band in addition to spurious emissions outside of our frequency band. 3. The power levels generated by the base station hardware and corresponding effective radiated power (ERP) from the transmit antenna(s) are within the limitations specified by Part 22 (for cellular), Part 24 (for PCS), or Part 101 (for microwave) of the Commission’s Rules. 4. Intermodulation studies are prepared and analyzed considering all carriers on our tower to ensure no mixing of frequencies will create harmful interference to / from our wireless system. Verizon Wireless is committed to providing state of the art wireless services that benefit your community. If you have any questions please feel free to contact me. Sincerely, Nithya Jaipuriyar RF Engineer Mobile (612)-720-9030 Verizon Wireless 7.4 7.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/2019Attachment F7.4 STORM WATER POLLUTION PREVENTION PLAN -NARRATIVE:Applicant:Project Name: MIN QUAILApplication date:Nature of construction activity description:The proposed project area is located on a maintained pedestriangrassed area in Crystal, MN. Soils on the site consist of Udorthents,wet substratum, 0 to 2 percent slopes. The soil does not belong to aHydrologic Soil Group but according to Hennepin County, it is welldrained. Runoff from the site currently drains to an existing area inletlocated south of an existing bituminous driveway. Under proposedconditions, drainage patterns will follow historic drainage patterns andwill continue to flow to the existing area inlet at rates not exceedinghistoric as ground roughness coefficients and flow paths will remain thesame. Improvements will be made near the existing inlet that willinclude a rock access easement to the west and cell compound to thesouth. A minimum of a 5' grass buffer will surround the existing inlet toprovide a level of quality for runoff prior to entering the stormsewer.The area inlet discharges to the east. The proposed project includesconstruction of clean rock access easement roads, site grading, andconstruction of a cell tower compound. The project will disturb existingvegetation and soils with the potential for erosion and sediment ladenstorm runoff during construction. The project will be started as soon assite conditions allow.Name of person with BMP experience who will oversee SWPPPimplementation and coordinate with contractor:Person, organization, or entity responsible for long termmaintenance of permanent stormwater treatment system:No permanent stormwater treatment system will be constructed on site.Documentation of all trained individuals:SWPPP preparer:Company: Widseth Smith Nolting and AssociatesName Laura HagstromTraining organization/sponsor University of MNAddress 610 Fillmore StreetTraining date(s) 1/30/2018City, State Zip Alexandria, MN 56308Training activity/content Design of Construction SWPPPEmail laura.hagstrom@wsn.us.comInstructor(s) name(s) John ChapmanPhone 320-335-5037Individual overseeing implementation of, revising and/oramending the SWPPP that are available for an onsite inspectionas needed:Company: _____________________________________Name _________________________________________Training organization/sponsor ______________________Address _______________________________________Training date(s) _________________________________City, State Zip __________________________________Training activity/content ___________________________Email _________________________________________Instructor(s) name(s) _____________________________Phone _________________________________________Individual overseeing implementation of, revising and/oramending the SWPPP:Company: _____________________________________Name _________________________________________Training organization/sponsor ______________________Address _______________________________________Training date(s) _________________________________City, State Zip __________________________________Training activity/content ___________________________Email _________________________________________Instructor(s) name(s) _____________________________Phone _________________________________________Individual performing or supervising the installation, maintenanceand repair of BMPs:Company: _____________________________________Name _________________________________________Training organization/sponsor ______________________Address _______________________________________Training date(s) _________________________________City, State Zip __________________________________Training activity/content ___________________________Email _________________________________________Instructor(s) name(s) _____________________________Phone _________________________________________Installation Timing of Erosion Prevention and Sediment ControlBMPs:Erosion and sediment control BMP's must be installed as necessary tominimize erosion from disturbed surfaces and capture sediment onsite.All BMP's must conform to MNR100001 Permit 2018 reference 7, 8 and9 of the NPDES Permit.Temporary Erosion Control BMPs.The General Contractor is responsible for the Erosion PreventionPractices contained in MNR100001 Permit 2018 reference 8 of theNPDES Permit. The General Contractor must plan for andimplement appropriate construction phasing, vegetative bufferstrips, horizontal slope grading and other construction practicesthat minimize erosion. The location of areas not to be disturbedmust be delineated (marked) on the development site before workbegins.·Poly Cover Stockpile or Slope·Construction PhasingPhasing must be implemented to ensure that more land thancan be effectively inspected and maintained in accordancewith the MNR100001 permit is not disturbed.·Disc Anchored StrawØDisc anchoring shall be done as appropriate according tothe plan included in this SWPPP.ØDisk anchor Type 1 mulch with a disk anchoring tool asrequired by the contract immediately after placementunless otherwise approved by the Engineer.ØDisk anchoring shall be installed as per MnDOT spec.2575.3.D.·Wood Chips·VegetationØProtect and preserve vegetation per the requirements ofMnDOT spec. 2572.3.A.ØBefore work begins, permittees must delineate thelocation of areas not to be disturbed.·MulchAll disturbed soil areas shall be temporarily mulched withType 1 mulch within 7 days if the area is not being activelyworked. Temporary seed mix 21-111 at a rate of 100 lbs/acof Pure Live Seed will be used only in cases wheredisturbed soil areas are anticipated to remain unworked inexcess of 14 days prior to placement of Type 1 mulch.ØMulch shall be placed in the areas as shown on the planincluded in this SWPPP.ØMulch shall be Type 1, according to plan. Materials shallmeet the requirements of MnDOT spec. 3882.ØMulch shall be applied as per MnDOT spec. 2575.3.C.Additional Temporary Erosion Control BMPs·Rolled Erosion Control ProductsThe contractor must minimize the need for disturbance ofportions of the project that have steep slopes (3:1 orsteeper). For those sloped areas which must be disturbed,the contractor must use techniques such as phasing andstabilization practices designed for steep slopes, such asdraining and terracing. Slopes 3:1 and steeper must beprotected by erosion control blankets.ØRolled erosion control products shall be Erosion ControlBlankets. Materials shall meet the requirements ofMnDOT spec. 3885.ØRolled erosion control products shall be placed as perMnDOT spec. 2575.3.G.Temporary Sediment Control BMPsThe General Contractor is responsible for the Sediment ControlPractices contained in MNR100001 Permit 2018 reference 9 ofthe NPDES Permit. Sediment Control Practices must be installedon all down gradient perimeters before any upgradient landdisturbing activities begin. These practices must remain in placeuntil Permit Termination Conditions have been established inaccordance with MNR100001 Permit 2018 reference 13 of theNPDES Permit.·Storm Drain Inlet ProtectionØStorm drain inlet protection shall be placed in the areasas shown on the plan included in this SWPPP.ØAdditional storm drain inlet protection devices shall beplaced on inlets located on Vera Cruz Avenue north ofthe project site.ØStorm drain inlet protection shall be installed as perMnDOT spec. 2573.3.M.·Stabilized Construction ExitA stabilized construction exit is not called out on the plan.If the contractor chooses to access the site from a locationother than the paved bituminous driveway or sidewalk, aconstruction exit control shall be placed at that location. Ifsediment tracking is discovered on adjacent streets, thesediment shall be removed with a street sweeper or otherapproved method within one calendar day of discovery.This shall be done throughout the duration of the project.The sediment may be returned to the exposed areas of thesite or disposed of offsite as per MPCA requirements.ØStabilized Construction exit controls shall be constructedwith slash mulch, crushed rock, reinforced geotextile,sheet pads, or rumble pad.ØConstruction exit controls shall be installed as perMnDOT spec. 2573.3.K.Additional Temporary Sediment Control BMPs·Silt FenceØSilt fence shall be machine sliced. Materials shall meetthe requirements of MnDOT spec. 3886.ØSilt fence shall be installed as per MnDOT spec.2573.3.B.·Culvert End ControlsØCulvert End Controls shall be installed as per MnDOTspec. 2573.3.L.·Sediment Control LogsØSediment control logs shall be Type Straw, Wood Fiber,Coir, Wood Chip, Compost, Rock, or Wood Fiber andBlanket Systems and meet the requirements of MnDOTspec. 3897.ØSediment control logs shall be installed as per MnDOTspec. 2573.3.F.·Filter BermsØFilter berms shall be Type 1, 2, 3, 4, or 5. Materials shallmeet the requirements of MnDOT spec. 3874.ØFilter berms shall be installed as per MnDOT spec.2573.3.E·Bale BarriersØBale Barriers shall be installed as per MnDOT spec.2573.3.C.·Sand Bag BarriersØSandbag Barriers shall be installed as per MnDOT spec.2573.3.D.·Temporary Sediment BasinsContractor may construct temporary sedimentation basinsin accordance with MNR100001 Permit 2018 reference 14of the NPDES Permit.·Temporary Diversion DitchMeasures should be taken to ensure that “clean” runofffrom off site is diverted around disturbed areas on site.Care should be taken that re-routing off site runoff does notresult in flooding or other issues on adjacent propertiesPermanent Erosion Cover Methods for all exposed soil areas:Permanent erosion control and cover will be realized with a rock accessroad, cell tower compound, and perennial cover with a density of 70%of the native background vegetation.Perennial cover, referred to as Turf Establishment on the plans, will berealized by using Seed Mixture 25-151 at a rate of 120 lbs/ac of PureLive Seed and Type 3 Fertilizer with a composition of 22-5-10 at a rateof 350 lbs/ac on all disturbed soil areas. Seed and fertilizer shall becovered by Hydraulic Matrix, Type Hydraulic Mulch at a rate of 2,500lbs/ac.Stormwater Mitigation Measures proposed as part ofenvironmental, endangered species, archaeological or otherrequired local, state or federal reviews conducted by the project.N/ADischarges to any U.S. EPA approved TMDL for thepollutants/stressors described in MNR100001 Permit 2018reference item 23.7No TMDL Implementation Plans currently exist for the receiving waterson this project.Bassett Creek is within one mile of the project site will receivestormwater runoff. Bassett Creek is a river segment that has anEPA-approved impairment for Chloride; Fecal Coliform; Fishesbioassessments. These impairments are construction relatedparameters and additional best management practices have beenimplemented in this SWPPP.Permanent Stormwater Treatment System:No permanent stormwater treatment system will be constructed on site,however, a grassed buffer will provide treatment prior to runoff enteringthe existing area inlet.Procedures to Amend SWPPP:The General Contractor must amend the SWPPP as necessary toinclude additional requirements, such as additional or modified BMP's,designed to correct problems or address situations in accordance withMNR100001 Permit 2018 reference 6 of the NPDES Permit.************************************************************************Amendments to the SWPPP:Date:1.2.3.4.5.Methods to Minimize Soil Compaction and to Preserve Topsoil:As shown on the plan, the General Contractor shall delineate areas thatare not to be disturbed on the site. This may be done with flags, stakes,signs, silt fence, etc., and shall be completed prior to the start of anygrading operations. Regardless of the delineation method the GeneralContractor chooses to use, the General Contractor must communicateto his/her personnel and subcontractors that these areas are not to bedisturbed and construction equipment (including trucks and personalvehicles) shall not be allowed in these areas.The General Contractor shall minimize compaction and preserve topsoilas much as possible at the site. In pervious “green” areas that are notessential to the construction of the project, the General Contractor shallavoid construction traffic and maintain the existing condition of theseareas.Chemical Treatment Systems to Enhance Sedimentation:No chemical treatment shall be used to enhance sedimentation.Infeasibility Documentation Requirements:N/ASite Assessments for Groundwater or Soil Contamination:N/APayment:Cost for permanent and temporary erosion and sediment controlmeasures shown on the plans shall be considered in the project cost.The costs to maintain and remove these devices shall be incidental tothe bid items.CONSTRUCTION ACTIVITY REQUIREMENTS:Erosion Prevention MeasuresvExposed soils (including stockpiles) shall have erosionprotection/cover initiated immediately and completed within 7 days.vThe wetted perimeter of the last 200 linear feet of ditches must bestabilized within 24 hours of connecting to a surface water orproperty line.vTemporary or permanent ditches or swales that are being used asa sediment containment system during construction must bestabilized within 24 hours after no longer being used as a sedimentcontainment system.vPipe outlets must have energy dissipation within 24 hours ofconnecting to a surface water or permanent stormwater treatmentsystem.vMulch, hydromulch, tackifier, polyacrylamide, or similar erosionprevention practices cannot be used within the normal wettedperimeter of drainage ditches or swale sections with a continuousslope greater than 2%.Sediment Control MeasuresvSediment control practices shall be established on downgradientperimeters and upgradient of any buffer zones.vSediment control practices shall be established at the base ofstockpiles on the downgradient perimeter.vStockpiles shall be located outside of natural buffers or surfacewaters, including stormwater conveyances (e.g., curb and guttersystems) unless there is a bypass.vInlet protection BMPs shall be installed per plan.vVehicle tracking BMPs shall be established where vehicles areexiting the site to minimize street tracking.vMust have plans to preserve topsoil (unless infeasible).vMust have plans to minimize soil compaction.vDischarges from BMPs shall be directed to vegetated areas, unlessinfeasible.vA 50-foot natural buffers shall be preserved or (if maintaining bufferis infeasible) redundant sediment controls shall be provided when asurface water is located within 50 feet of the project's earthdisturbances and drains to the surface water.Dewatering and Basin Draining:vIf dewatering is required on the site, there must be a plan in placeto prevent nuisance conditions, erosion, and inundation ofwetlands.vDewatering related to the construction activity must comply withMNR100001 Permit 2018 reference 10 of the NPDES Permit.Dewatering discharge that may have turbid or sediment ladendischarge must be discharged to a temporary or permanentsedimentation basin on the project site whenever possible andBMP's must be implemented to prevent water containing sedimentor other pollutants from being discharged to surface waters ordownstream properties.vIf using filters with backwash water, backwash water must behauled away for disposal, returned to the beginning of thetreatment process, or incorporated into the site in a manner thatdoes not erode into runoff.vDewatering to facilitate construction shall be incidental.Inspection Requirements:vThe SWPPP may identify the trained person (as identified in item21.2.b) who will conduct inspections.vInspections must be performed as needed.vInspections are recommended to be performed within 24 hours of arain event greater than 0.5 inches in 24 hours.vRecommended Inspection and Maintenance records shall include:1. Date and time of inspection.2.Name of person(s) conducting inspections.3.Findings of inspections, including the specific location wherecorrective actions are needed.4.Corrective actions taken (including dates, times, and partycompleting maintenance activities).5.Date and amount of rainfall events greater than 0.5 inch in 24hours.6.Rainfall amounts must be obtained by a properly maintainedrain gauge installed onsite, or by a weather station that iswithin one mile or by a weather reporting system.7.Requirements to observe any discharge that may be occurringduring the inspection. Discharge should also be described andphotographed.Maintenance Requirements:vAll nonfunctional BMPs must be repaired, replaced, orsupplemented with functional BMPs by the end of the nextbusiness day after discovery, or as soon as field conditions allow.vPerimeter control devices must be repaired, replaced, orsupplemented when nonfunctional or sediment reaches one-halfthe height of the device.vTemporary and permanent sediment basins must be drained, andsediment removed when the depth of sediment collected reachesone-half storage volume.vAll sediment deposits and deltas must be removed from surfacewaters (including drainage ways, catch basins, and other drainagesystems) and the removal areas restabilized within seven days.vSediment on paved surfaces (e.g., sediment tracked from vehicles)must be removed within one calendar day of discovery.vPermanent stormwater treatment BMPs must be inspected andmaintained.Pollution Prevention Management Measures:vProper storage, handling, and disposal of construction products,materials, and wastes is required.vCollected solid waste, sediment, asphalt and concrete millings,floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and mustcomply with MPCA disposal requirements.vFertilizers must be stored in covered locations.vOil, gasoline, paint and any hazardous substances must beproperly stored, including secondary containment, to prevent spills,leaks or other discharge.vStorage and disposal of hazardous waste must be in compliancewith MPCA regulations.vVehicles must be monitored for leaks and preventativemaintenance scheduled.vEach contractor on site is individually responsible for maintaining aclean and safe work site. The person responsible shall dispose ofall solid waste properly and in compliance with the MPCA disposalrequirements. Solid waste includes but is not limited to: collectedsediment, asphalt and concrete millings, floating debris, paper,plastic, fabric, construction and demolition debris. The personresponsible shall be responsible for all hazardous materials duringconstruction. Oil, gasoline, grease, paint and other hazardoussubstances must be properly stored, including secondarycontainment, to prevent spills, leaks and unwanted discharges.Storage and disposal of hazardous waste must be in accordancewith the MPCA regulations. External washing of trucks and otherconstruction equipment is prohibited on this project site.vHazardous materials and toxic waste (including oil, diesel fuel,gasoline, hydraulic fluids, paint solvents, petroleum-basedproducts, wood preservatives, additives, curing compounds, andacids) must be stored in waterproof containers with secondarycontainment, and their location(s) must be noted on the SWPPPmap. Storage and disposal of hazardous waste must be incompliance with MPCA regulations. Runoff containing suchmaterial must be collected, removed from the site, treated, anddisposed at an approved solid waste or chemical disposal facility.Building products that have the potential to leach pollutants andpesticides, fertilizers, treatment chemicals and landscape materialsmust be under cover by plastic sheeting or temporary roofs toprevent discharge or protected by similar effective means toprevent contact with stormwater.vAddress fueling and maintenance of equipment or vehicles andspill prevention and response.vThe General Contractor shall have a petroleum release plan andshall have all necessary materials on hand to implement the plan.All employees shall be trained in implementation of the plan. TheMPCA State Duty Officer shall be informed of any petroleum spillsgreater than 5 gallons.vSpill kits must be available during equipment fueling andmaintenance operations.vGeneral Contractor must make a spill response plan before theapplication of any chemical that may be harmful to theenvironment.vSpill cleanup materials must be available on site. Material shallinclude but not limited to brooms, mops, rags, gloves, absorbentmaterial, sand plastic and metal containers. Spills that reach stormwater conveyance systems connected to a Water of the State mustbe immediately reported to the MPCA State Duty Officer..vLimit exterior vehicle and equipment washing to a defined area ofthe site.vExternal washing of trucks and other construction vehicles must belimited to a defined area of the site. Runoff must be contained, andwaste properly disposed of. No engine degreasing is allowed onsite.vDescribe of the containment for concrete and other washoutwastes.vConcrete washout site: all liquid and solid wastes generated byconcrete washout operations must be contained in a leak proofcontainment facility or impermeable liner. The liquid and solidwastes must not contact the ground, and there must not be runofffrom the concrete washout operations or areas. Liquid and solidwastes must be disposed of properly and in compliance with theMPCA regulations. A sign must be installed adjacent to eachwashout facility to inform concrete equipment operators to utilizethe proper facilities.vPortable toilets must be positioned so that they are secure.vLicensed sanitary waste management handler must dispose ofsanitary waste.Permit Termination Conditions:vPermanent uniform perennial vegetative cover must be establishedat 70% density of its expected final growth.vThe permanent stormwater treatment system is constructed, meetsall requirements, and is operating as designed.vAll temporary synthetic erosion prevention and sediment controlBMPs must be removed and surrounding area improved to designconditions.vClean out sediment from conveyance systems and permanentstormwater treatment systems (return to design capacity).vSubmit a Notice of Termination (NOT) to the MPCA.© 2019 WIDSETH SMITH NOLTINGJ:\Design 1-33869\2019-12793\CADD\Civil\cd-2019-12793-swppp narrative.dwg Plotted by:Amanda Stumpf 9/18/2019 2:44:36 PMSHEET CONTENTS:9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(612) 720-0052WWW.DESIGN1EP.COMPROJECT DRAWN BY:DATE:CHECKED BY:SWPPP-1WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalLEH09/18/2019ALSSWPPP NARRATIVEMINQUAILVERA CRUZ AVE NCRYSTAL, MN 55422LOC. CODE: 45728520171617666LIC. NO.DATE:5106109/18/2019 LAURA E. HAGSTROM09/18/2019I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.NAME7.4 FMFMF M F M F MOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEHYD SEFMFMF M F M F MOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEHYD SE865 8 6 4 86 5 866 867 868 869 871 872876875 874873872871870868867 866865864865869868865 867866866UGEUGEUGEUGEUGEUGEUGFOUGEUGEUGEUGEUGEUGE © 2019 WIDSETH SMITH NOLTINGJ:\Design 1-33869\2019-12793\CADD\Civil\cd-2019-12793-site plan.dwg Plotted by:Amanda Stumpf 11/1/2019 8:53:44 AMSHEET CONTENTS:9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(612) 720-0052WWW.DESIGN1EP.COMPROJECT DRAWN BY:DATE:CHECKED BY:SWPPP-2WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalLEH09/18/2019ALSSWPPP PLAN & NOTESMINQUAILVERA CRUZ AVE NCRYSTAL, MN 55422LOC. CODE: 45728520171617666LIC. NO.DATE:5106109/18/2019 LAURA E. HAGSTROM09/18/2019I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.NAMENOTES1. ALL DISTURBED AREAS SHALL RECEIVE TURF ESTABLISHMENT.2. TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES AND BEST PRACTICES FORSTORM WATER MANAGEMENT MUST BE IMPLEMENTED PRIOR TO LAND DISTURBING ACTIVITIES.3. REFER TO SWPPP SHEETS 1, 3 & 4 FOR NOTES AND DETAILS.4. STABILIZE ALL EXPOSED SOILS IMMEDIATELY IF NOT ACTIVELY WORKED WITHIN 7 DAYS.5. STREET SWEEPING WITH COLLECTION MUST BE USED WITHIN 24 HOURS IF SEDIMENT ISTRACKED ONTO PUBLIC ROADS.6. STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED IF CONSTRUCTION VEHICLES EXIT THESITE IN LOCATIONS OTHER THAN PAVED DRIVEWAY OR SIDEWALK.7. ADDITIONAL INLET PROTECTION SHALL BE PLACED ON INLETS LOCATED IN VERA CRUZ AVE NNORTH OF THE PROJECT SITE.8. A 5' MINIMUM GRASS BUFFER SHALL REMAIN AROUND AREA INLETS ON SITE.SURFACE DRAINAGE ARROWINLET PROTECTIONEXISTING CONTOURLEGENDLESSEE 10' WIDEACCESS EASEMENTLESSEE 15' WIDEACCESS EASEMENTPROPOSEDCOMPOUNDEXISTING BITUMINOUS WALKING PATHEXISTINGPROPERTYLINEEXISTING LOT LINE10' WIDE DRAINAGE AND UTILITY EASEMENTEXISTING CONCRETESIDEWALKEXISTINGHIGHWAY WALLEXISTING PUBLICRIGHT OF WAYINLET PROTECTION (TYP.)V E R A C R U Z A V E N STATE TRUNK HIGHWAY NO. 100 22'24'EXISTINGBITUMINOUSDRIVEWAY0SCALE ( IN FEET )2010NORTH EXISTINGGENERATOREXISTING RETAINING WALLEXISTING LIFT STATION10' WIDE PUBLIC STREETS EASEMENTDO NOT DISTURBAREA. GRASSSHALL REMAIN.MNDOT CONTROL ACCESSEXISTING SIGNEXISTING TREEPROPOSED TREEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINEXISTING OVERHEAD ELECTRICALOHEEXISTING TRAFFIC FENCEEXISTING BITUMINOUSEXISTING CONCRETEPROPOSED CLEAN ROCKLESSEE 20' WIDE UTILITY EASEMENT EROSION CONTROL PLANEROSION CONTROL TABULATION UNITQUANTITYLAND FEATURE CHANGESAREA (ACRE)INLET PROTECTIONEA3TOTAL AREA DISTURBED0.06EXISTING IMPERVIOUS0.00PROPOSED IMPERVIOUS0.03REVISED:10/30/2019EXISTING SANITARYSEWER FORCEMAIN VALVEEXISTING SANITARY SEWER FORCE MAINFM7.4 © 2019 WIDSETH SMITH NOLTINGJ:\Design 1-33869\2019-12793\CADD\Civil\cd-2019-12793-details.dwg Plotted by:Amanda Stumpf 9/18/2019 2:45:06 PMSHEET CONTENTS:9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(612) 720-0052WWW.DESIGN1EP.COMPROJECT DRAWN BY:DATE:CHECKED BY:SWPPP-3WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalLEH09/18/2019ALSSWPPP DETAILSMINQUAILVERA CRUZ AVE NCRYSTAL, MN 55422LOC. CODE: 45728520171617666LIC. NO.DATE:5106109/18/2019 LAURA E. HAGSTROM09/18/2019I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.NAME7.4 © 2019 WIDSETH SMITH NOLTINGJ:\Design 1-33869\2019-12793\CADD\Civil\cd-2019-12793-details.dwg Plotted by:Amanda Stumpf 9/18/2019 2:45:08 PMSHEET CONTENTS:9973 VALLEY VIEW RD.EDEN PRAIRIE, MN 55344(952) 903-9299DESIGN10801 BUSH LAKE ROADBLOOMINGTON, MN 55438(612) 720-0052WWW.DESIGN1EP.COMPROJECT DRAWN BY:DATE:CHECKED BY:SWPPP-4WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalLEH09/18/2019ALSSWPPP DETAILSMINQUAILVERA CRUZ AVE NCRYSTAL, MN 55422LOC. CODE: 45728520171617666LIC. NO.DATE:5106109/18/2019 LAURA E. HAGSTROM09/18/2019I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.NAME7.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 Date:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 F M F M F M F M F M F M F M F M F M F M F MUGEUGEUGE UGEOHEOHEOHEOHEOHEOHEOHEOHESTATE TRUNK HIGHWAY NO. 100 WWSEW V E R A C R U Z A V E N U E N .9686 4 86386386386486 5 866 867 868 865 864PID NO: 2111821240128CITY OF CRYSTALPREMISESMIN QUAILHennepin County, MN0494A2466.000No. DateREVISIONSBy CHK APP'DSMKAS/JMBFIELD WORK: 11/9/2017CHECKED BY:DRAWN BY:© 2019 WIDSETH SMITH NOLTINGHALF SCALE ON 11"x17"FULL SCALE ON 22"x34"SITE NAME: DESIGNSITE SURVEYI HEREBY CERTIFY THAT THIS DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LAND SURVEYORUNDER THE LAWS OF THE STATE OF MINNESOTA.WIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalPROPERTY DESCRIPTION: 6&+('8/(³%´(;+,%,76 SHEET 1 OF 2 SHEETSDETAIL0SCALE ( IN FEET )510NORTH PREMISES DESCRIPTION:ACCESS EASEMENT DESCRIPTION:TOGETHER WITHUTILITIES EASEMENT DESCRIPTION:7.4 N. 32ND AVENUESTATE TRUNK HIGHWAY NO. 100 N. 36TH AVENUEDOUGLAS DRIVE N. ZANE AVENUE N.FMF M OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEN. 32ND AVENUESTATE TRUNK HIGHWAY NO. 100OHE SWWWHYD WWSEWW WELCOME AVENUE N.WELCOME AVENUE N. VERA CRUZ AVENUE N.96SEE DETAILNORTH VICINITY MAP1"=400'SITEMIN QUAILHennepin County, MN0494A2466.000No. DateREVISIONSBy CHK APP'DSMKAS/JMBFIELD WORK: 11/9/2017CHECKED BY:DRAWN BY:0SCALE ( IN FEET )3060© 2019 WIDSETH SMITH NOLTINGLEGENDHALF SCALE ON 11"x17"FULL SCALE ON 22"x34"SITE NAME: NORTH SURVEYOR NOTES:ORIENTATION OF THIS BEARING SYSTEM ISBASED ON THE HENNEPIN COUNTYCOORDINATE SYSTEM NAD83 (1986)DESIGNBOUNDARY LINERIGHT OF WAY LINE= DENOTES A FOUND SECTION CORNERMONUMENTSECTION LINEQUARTER LINESITE SURVEYI HEREBY CERTIFY THAT THIS DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED LAND SURVEYORUNDER THE LAWS OF THE STATE OF MINNESOTA.SIXTEENTH LINEGRIDNORTHGEODETICNORTH= DENOTES A FOUND IRON MONUMENTCONCRETE SURFACEDEED/LOT LINESIGNWIDSETH SMITH NOLTINGEngineering | Architecture | Surveying | EnvironmentalEASEMENT LINEWATER VALVEWATER HYDRANTELEC MANHOLEHYD WSTORM CATCH BASINSANITARY MANHOLESESANITARY SEWERELEC POLETREE DECIDUOUSOHEOVERHEAD ELECTRICGUARDRAILSHEET 2 OF 2 SHEETSUGEUNDERGROUND ELECTRICFMFORCE MAINSTORM SEWERPREMISESCENTERLINEMNDOT CONTROLLED ACCESSDate:I hereby certify that this plan,specification or report wasprepared by me or under my directsupervision and that I am a dulyLicensed Architect underthe laws of the state of MINNESOTA.ROBERT J. DAVIS, Reg. No. 12427Signed:11/01/20197.4 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2020- _______ RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND VARIANCE FOR A TELECOMMUNICATION TOWER WHEREAS, Verizon Wireless (“Applicant”) submitted an application to the City of Crystal (“City”) for a conditional use permit and variance to allow the construction and operation of a telecommunication tower on property owned by the City located at 3200 Vera Cruz Avenue North in Crystal, which is legally described in Exhibit A (“Property”); and WHEREAS, the variance is to allow a telecommunications tower that does not meet lot area and setback requirements as required in the City’s Unified Development Code (UDC), which is contained in Chapter V of the Crystal City Code. The requested variances are: Reduce the required lot area to 3,827 square feet (0.09 acres) rather than the 5 acres required by the UDC; Reduce the required setback to 17.2 feet to the closest property lines rather than the 82.5 feet required by the UDC; and WHEREAS, the Planning Commission held a public hearing regarding the Applicant’s requests on November 18, 2019 and voted to forward the applications to the City Council with a recommendation that the requested conditional use permit and variance be approved with certain conditions; and WHEREAS, the City Planner’s report (“the Planner’s Report”) dated January 16, 2020 regarding this matter, which is attached hereto as Exhibit B, is incorporated herein and made part of this conditional use permit and variance, except that the conditions set out below are controlling; and WHEREAS, the City Council intends to exercise its authority under the Telecommunications Act of 1996 by finding that the Applicant has demonstrated by clear and convincing evidence that there is a significant gap in the Applicant’s service, that there is no co- location option that reasonably addresses this gap, and that there is no alternative tower site that would reasonable address the gap; and WHEREAS, the City Council finds that the conditional use permit and variance as recommended by the Planning Commission would be in compliance with the applicable rules and regulations of the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein and in the Attachment G 7.4 Planner’s Report, hereby approves and issues a conditional use permit and approves the requested variances to the lot area and setback requirements to allow a telecommunication tower on the Property subject to compliance with the Crystal City Code and all of the following conditions of approval: 1. Site Plan. The tower shall be constructed according to the approved site plan included as attachment F in the Planner’s Report. In accordance with Crystal city code, subsection 510.19, subd. 7 (b), this site plan approval shall expire one year from the date of this Resolution if the Applicant has not obtained a building permit for the tower within that period. The Applicant may apply for a one-year extension of this deadline as provided in that subsection. 2. Property lease. The Applicant shall secure its right to use the Property for the tower by entering into a lease with the City by no later than December 31, 2020. 3. Site improvement agreement. Prior to disturbing the site, the Applicant shall sign a site improvement agreement with the City to guarantee installation of the landscaping plan and fence. 4. Expiration. The conditional use permit and variances granted herein shall expire and be rendered null and void if: (1) The Applicant fails to enter into a lease with the City for the Property by December 31, 2020; or (2) The Applicant fails to obtain a building permit for the tower within one year of the date of this resolution, or any extension period approved by the City Council. 5. Exterior finish. The tower shall be painted forest green to match the City’s traffic signal poles. 6. Compliance. This conditional use permit and variance is subject to the applicable requirements of the Crystal city code, and the applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances, and is required to obtain such other permits and permissions as may be required. 7. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this conditional use permit and variance shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 8. Revocation. The violation of any terms or conditions of this conditional use permit and variance including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 9. Binding Effect. This conditional use permit and variance, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit and variance shall also be the obligations of the current and any subsequent owners of the property. 7.4 10. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit and variance shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit and variance without qualification, reservation, or exception. Adopted by the Crystal City Council this 21st day of January, 2020. ____________________________ Jim Adams, Mayor ATTEST: ________________________________________ Chrissy Serres, City Clerk 7.4 EXHIBIT A Legal Description of the Property The north 50 feet of the south 70 feet of the east 80 feet of Lot 9, Block 6, Rosedale Acres, except that part thereof lying northwesterly of a line extending from a point on the west line thereof distant 19.68 feet south of the northwest corner to a point on the north line thereof distant 62.34 feet westerly of the northeast corner, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. 7.4 EXHIBIT B Planner’s Report (attached hereto) 7.4 ___________________________________________________________________________ FROM: John Sutter, Community Development Director ___________________________________________________________________________ TO: Anne Norris, City Manager (for January 21 Meeting) DATE: January 16, 2020 RE: Consider a resolution approving a lease agreement with Verizon for a proposed telecommunications tower at 3200 Vera Cruz Avenue North If the City Council approves the conditional use permit and variances for the proposed Verizon telecommunication tower, then the next step would be for the Council to authorize a land lease with Verizon for the tower site on city-owned property at 3200 Vera Cruz Avenue North. The lease was negotiated by city staff and the city attorney. The main terms are as follows: •Verizon will pay the city $28,000 per year with a 2.5% annual inflator. •In addition, if Verizon leases use of the tower to other carriers, Verizon will pay the city 50% of the lease amount or $6,000 per year, whichever is greater. •The land lease term is five years with automatic renewals in five year intervals up to a total of 25 years, at which point the lease would be renegotiated •Construction is anticipated in 2020 or 2021. However, Verizon must execute the lease by December 31, 2020 and the lease must commence by July 1, 2021. Staff recommends approval of the attached resolution authorizing execution of the attached lease agreement with Verizon Wireless. COUNCIL STAFF REPORT Land Lease for Verizon Tower 7.5 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2020- _______ RESOLUTION APPROVING A LAND LEASE AGREEMENT WITH VERIZON WIRELESS WHEREAS, the City of Crystal owns the property located at 3200 Vera Cruz Avenue North in Crystal (“Property”); and WHEREAS, Verizon Wireless (VAW) LLC d/b/a Verizon Wireless, with its principal office located at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920 (“Verizon Wireless”) desires to lease a portion of the Property in order to construct and operate a communications tower and related facilities; and WHEREAS, the City is willing to lease a portion of the Property to Verizon Wireless in accordance with the terms and conditions contained in the Land Lease Agreement attached hereto as Exhibit A (“Land Lease”); and WHEREAS, Verizon Wireless is still developing the timeline for its project and so may not immediately execute the Land Lease; and WHEREAS, the City is willing to grant some flexibility in the timing to execute the Land Lease, but it needs to establish a deadline for doing so in order to avoid unnecessarily delaying the development of the Property to promote better cell service in that portion of the City or for some other purpose. NOW, THEREFORE, BE IT RESOLVED, by the Crystal City Council as follows: 1.The City hereby approves the Land Lease and authorizes the Mayor and City Manager to execute it in substantially the form as attached hereto as Exhibit A, but only after Verizon Wireless has executed it. 2.If Verizon Wireless fails to fully execute and deliver the Land Lease to the City by December 31, 2020, this approval and authorization to execute shall terminate. 3.If the Land Lease is fully executed and delivered to the City by December 31, 2020, City staff is authorized to take such actions as may be needed to carry out the provisions of the Land Lease and the intent of this Resolution. Adopted by the Crystal City Council this 21st day of January 2020. ____________________________ Jim Adams, Mayor ATTEST:____________________________ Chrissy Serres, City Clerk 7.5 MIN Quail KHG/7.22.13 MIN Quail Land Lease Agreement 4590313v1 1 564365v5CR205-30 LAND LEASE AGREEMENT This Agreement, made this __________ day of _________, 2020 between the City of Crystal, a Minnesota municipal corporation (“LESSOR”) and Verizon Wireless (VAW) LLC d/b/a Verizon Wireless, with its principal office located at One Verizon Way, Mail Stop 4AW100, Basking Ridge, New Jersey 07920 (“LESSEE”). The LESSOR and LESSEE are at times collectively referred to hereinafter as the “Parties” or individually as the “Party”. 1.PREMISES. a.LESSOR hereby leases to LESSEE a portion of that certain parcel of property located at 3200 Vera Cruz Avenue North, Crystal, Minnesota 55422, and legally described in Exhibit A, attached hereto (the “Property”). The LESSOR leases that portion of the Property consisting of an irregular shaped parcel containing approximately 444 square feet (the “Premises”), together with the non-exclusive right of vehicular ingress and egress, seven (7) days a week, twenty-four (24) hours a day, over a ten (10) foot corridor from Vera Cruz Avenue North to the Premises, and an easement for the installation and maintenance of certain buried wires, cables, conduits, or pipes, all as described and depicted in Exhibit B, attached hereto. LESSEE shall survey the Property and the Premises, and, upon LESSOR’s review and approval, such survey shall become Exhibit C and shall be appended hereto. b.LESSOR hereby represents and warrants that it owns the Property and has the right to lease the Premises and receive rental payments and other benefits hereunder. LESSOR agrees to provide to LESSEE a complete and executed Internal Revenue Service Form W-9, or equivalent, in a form acceptable to LESSEE, for any party to whom rental payments are to be made pursuant to this Agreement. 2.TERM; RENT. a.This Agreement shall be effective as of the date of execution by both Parties for an initial term of five (5) years provided, however, that the initial term shall be deemed to commence on the earlier of the day that work commences at the Premises, or July 1, 2021 (the “Commencement Date”). In the event the Commencement Date is determined by the date that work commences, and such date falls between the 1st and 15th of the month, the Agreement shall be deemed to commence on the 1st of that month. If such date falls between the 16th and 31st of the month, then the Agreement shall be deemed to commence on the 1st day of the following month. The Parties shall acknowledge the Commencement Date in writing, and the first year's annual rent shall be sent by LESSEE within 90 days after the Commencement Date. b.Rent for the first year shall be Twenty Eight Thousand and no/100ths Dollars ($28,000.00) to be paid to LESSOR annually, in advance. Upon agreement of the Parties, LESSEE may pay rent by electronic funds transfer and in such event, LESSOR agrees to provide to LESSEE bank routing information for such purpose upon request of LESSEE. EXHIBIT A Land Lease 7.5 MIN Quail Land Lease Agreement 4590313v1 2 564365v5CR205-30 c. During the term of this Agreement, and any extensions, annual rent shall increase by an amount equal to two and one half percent (2.5%) of the annual rent due for the immediately preceding lease year. d. In the event LESSEE leases any portion of the Tower, or subleases any portion of the Premises, the annual rent to be paid to LESSOR by LESSEE shall be increased by the greater of: (i) 50% of the rent received from the additional user, or; (ii) six thousand dollars ($6,000.00). Such additional rent shall increase as provided in subparagraph c., above. In the initial year of occupancy by a new user, the additional rent shall be prorated from the date of initial occupancy. LESSEE will be solely responsible for increased rent due to the LESSOR, and for the collection of any rents owned by new users to the LESSEE. e. Within 90 days of the full execution of this Agreement, LESSEE shall pay to LESSOR a one-time, non-recurring and non-refundable payment as additional rent of One Thousand Five Hundred and no/100 Dollars ($1,500.00) to reimburse LESSOR for its administrative and attorney costs associated with reviewing LESSEE’s site proposal and preparing this Agreement. f. Additionally, the LESSEE or its contractor shall be required to become and maintain current status as a Registrant with the City of Crystal (Per City Code Chapter 8) and pay all associated fees for registration and use of the public rights-of-way outside of the Property. 3. EXTENSIONS. This Agreement shall automatically be extended for four (4) additional five (5) year terms unless LESSEE gives LESSOR written notice of termination at least six (6) months prior to the end of the then-current term. 4. TAXES. LESSEE shall have the responsibility to pay any personal property, real estate taxes, assessments, or charges owed on the Property which is the result of LESSEE’s use of the Premises and/or the installation, maintenance, and operation of the LESSEE’s improvements, and any sales tax imposed on the rent (except to the extent that LESSEE is or may become exempt from the payment of sales tax in the jurisdiction in which the Property is located), including any increase in real estate taxes at the Property which arises from the LESSEE’s improvements and/or LESSEE’s use of the Premises. LESSOR and LESSEE shall each be responsible for the payment of any taxes, levies, assessments and other charges imposed including franchise and similar taxes imposed upon the business conducted by LESSOR or LESSEE at the Property. Notwithstanding the foregoing, LESSEE shall not have the obligation to pay any tax, assessment, or charge that LESSEE is disputing in good faith in appropriate proceedings prior to a final determination that such tax is properly assessed provided that no lien attaches to the Property. Nothing in this Paragraph shall be construed as making LESSEE liable for any portion of LESSOR’s income taxes in connection with any Property or otherwise. Except as set forth in this Paragraph, LESSOR shall have the responsibility to pay any personal property, real estate taxes, assessments, or charges owed on the Property and shall do so prior to the imposition of any lien on the Property. 7.5 MIN Quail Land Lease Agreement 4590313v1 3 564365v5CR205-30 LESSEE shall have the right, at its sole option and at its sole cost and expense, to appeal, challenge or seek modification of any tax assessment or billing for which LESSEE is wholly or partly responsible for payment. LESSOR shall reasonably cooperate with LESSEE at LESSEE’s expense in filing, prosecuting and perfecting any appeal or challenge to taxes as set forth in the preceding sentence, including but not limited to, executing any consent, appeal or other similar document. In the event that as a result of any appeal or challenge by LESSEE, there is a reduction, credit or repayment received by the LESSOR for any taxes previously paid by LESSEE, LESSOR agrees to promptly reimburse to LESSEE the amount of said reduction, credit or repayment. In the event that LESSEE does not have the standing rights to pursue a good faith and reasonable dispute of any taxes under this paragraph, LESSOR will pursue such dispute at LESSEE’s sole cost and expense upon written request of LESSEE. 5. USE OF PREMISES. a. LESSEE shall use the Premises for the purpose of constructing, maintaining, repairing and operating a communications facility, including a 100’ foot tall, monopole communications tower (“Tower”) and adjoining equipment shelter as depicted in Exhibit “A,” and uses incidental thereto. A security fence consisting of a commercial grade, minimum 8 gauge, galvanized steel fence, with posts set in sleeves in a concrete perimeter mowing strip, shall be placed around the perimeter of the Premises (not including the access easement) at the sole expense of LESSEE. LESSEE’s use of the Premises, and construction and operation of the Tower and associated uses, shall at all times conform to that certain conditional use permit issued by Resolution No. (“CUP”), on file in LESSOR’s offices, and the terms and conditions of said CUP are incorporated herein by reference. b. The Tower and all other improvements, equipment, antennas and conduits installed on or within the Premises shall be at LESSEE's expense. LESSEE shall have the right to replace, repair, and maintain LESSEE’s utilities, equipment, antennas and/or conduits or any portion thereof, and the right to maintain or modify the frequencies over which the LESSEE’s equipment operates in accordance with applicable law. LESSEE shall not replace or extend the Tower without LESSOR’s prior written consent which shall not be unreasonably withheld, conditioned or delayed. LESSEE and subtenants shall obtain any needed zoning approvals prior to materially modifying facilities attached to the Tower. c. It is understood and agreed that LESSEE's ability to use the Premises is contingent upon its obtaining after the execution date of this Agreement all of the certificates, permits and other approvals (collectively, “Governmental Approvals”) that may be required by any Federal, State or Local authorities as well as satisfactory soil boring tests which will permit LESSEE use of the Premises as set forth above. LESSOR shall cooperate with LESSEE in its effort to obtain such approvals and shall take no action which would adversely affect the status of the Property with respect to the proposed use thereof by LESSEE. In the event that: (i) LESSEE’s applications for such Governmental Approvals are finally denied, rejected, or any approval is canceled or is terminated; (ii) LESSEE determines that any soil boring tests are unsatisfactory, or; (iii) the Premises become technically incompatible with LESSEE’s use thereof, LESSEE shall have the 7.5 MIN Quail Land Lease Agreement 4590313v1 4 564365v5CR205-30 right to terminate this Agreement. Notice of LESSEE's exercise of its right to terminate shall be given to LESSOR in writing by certified mail, return receipt requested, and shall be effective upon the mailing of such notice by LESSEE, or upon such later date as designated by LESSEE. All rent amounts due or previously paid for the period prior to said termination date shall be paid to or retained by LESSOR. Upon termination, this Agreement shall be of no further force or effect except to the extent of the representations, warranties and indemnities made by each Party to the other hereunder. 6. INDEMNIFICATION. Each Party shall indemnify and hold the other harmless against any claim of liability or loss from personal injury or property damage resulting from or arising out of the negligence or willful misconduct of the indemnifying Party, its employees, contractors or agents, except to the extent such claims or damages are due to or caused by the negligence or willful misconduct of the other Party, or its employees, contractors or agents. 7. INSURANCE. a. The Parties hereby waive and release any and all rights of action for negligence against the other which may hereafter arise on account of damage to the Premises or to the Property, resulting from any fire, or other casualty of the kind covered by standard fire insurance policies with extended coverage, regardless of whether or not, or in what amounts, such insurance is now or hereafter carried by the Parties, or either of them. These waivers and releases shall apply between the Parties and they shall also apply to any claims under or through either Party as a result of any asserted right of subrogation. All such policies of insurance obtained by either Party concerning the Premises or the Property shall waive the insurer's right of subrogation against the other Party. b. LESSEE will, at its own cost and expense, maintain commercial general liability insurance with limits of $2,000,000 per occurrence for bodily injury (including death) and property damage, and $4,000,000 general aggregate. LESSEE’s insurance will include the LESSOR as an additional insured as its interest may appear under this Agreement. LESSEE will provide a certificate of insurance to LESSOR evidencing the foregoing coverage on or prior to the Commencement Date. LESSOR will, at its own cost and expense, maintain commercial general liability insurance with limits not less than $500,000 per individual claim and $1,500,000 for all claims arising out of the same occurrence. 8. LIMITATION OF LIABILITY. Except for indemnification pursuant to Paragraphs 6 and 25, neither Party shall be liable to the other, or any of their respective agents, representatives, employees for any lost revenue, lost profits, loss of technology, rights or services, incidental, punitive, indirect, special or consequential damages, loss of data, or interruption or loss of use of service, even if advised of the possibility of such damages, whether under theory of contract, tort (including negligence), strict liability or otherwise. Nothing herein shall constitute a waiver or release of the limits on or exemptions from liability available to LESSOR under Minnesota Statutes, Chapter 466 or such other law as may apply. 7.5 MIN Quail Land Lease Agreement 4590313v1 5 564365v5CR205-30 9. INTERFERENCE. LESSEE agrees to install equipment of the type and frequency which will not cause harmful interference which is measurable in accordance with then existing industry standards to any equipment of LESSOR or other licensed wireless communications providers of the Property which existed on the Property prior to the date this Agreement is executed by the Parties. In the event any after-installed LESSEE's equipment causes such interference, and after LESSOR has notified LESSEE in writing of such interference, LESSEE will take all commercially reasonable steps necessary to correct and eliminate the interference, including but not limited to, at LESSEE’s option, powering down such equipment and later powering up such equipment for intermittent testing. In no event will LESSOR be entitled to terminate this Agreement or relocate the equipment as long as LESSEE is making a good faith effort to remedy the interference issue. LESSOR agrees that LESSOR and/or any other tenants, occupants, or users of the Property who currently have or in the future take possession of, all or a part of, the Property will be permitted to install only such equipment that is of the type and frequency which will not cause harmful interference which is measurable in accordance with then existing industry standards to the then existing equipment of LESSEE. The Parties acknowledge that there will not be an adequate remedy at law for noncompliance with the provisions of this Paragraph and therefore, either Party shall have the right to equitable remedies, such as, without limitation, injunctive relief and specific performance. 10. REMOVAL AT END OF TERM. LESSEE shall, upon expiration of the Term, or within six (6) months after any earlier termination of the Agreement, remove its building(s), antenna structure(s) (except footings), equipment, conduits, fixtures and all personal property and restore the Premises to its original condition, reasonable wear and tear and casualty damage excepted. LESSOR agrees and acknowledges that all of the equipment, conduits, fixtures and personal property of LESSEE shall remain the personal property of LESSEE and LESSEE shall have the right to remove the same at any time during the Term, whether or not said items are considered fixtures and attachments to real property under applicable Laws (as defined in Paragraph 29 below). If such time for removal causes LESSEE to remain on the Premises after termination of this Agreement, LESSEE shall pay rent at the then existing monthly rate or on the existing monthly pro-rata basis if based upon a longer payment term, until such time as the removal of the building, antenna structure, fixtures and all personal property are completed. 11. HOLDOVER. LESSEE has no right to retain possession of the Premises or any part thereof beyond the expiration of that removal period set forth in Paragraph 10 above, unless the Parties are negotiating a new lease or lease extension in good faith. In the event that the Parties are not in the process of negotiating a new lease or lease extension in good faith, LESSEE holds over in violation of Paragraph 10 and this Paragraph 11, then the rent then in effect payable from and after the time of the expiration or earlier removal period shall equal to the rent applicable during the month immediately preceding such expiration or earlier termination. 12. RIGHT OF FIRST REFUSAL. If LESSOR elects, during the Term (i) to sell or otherwise transfer all or any portion of the Property, whether separately or as part of a larger parcel of which the Property is a part, or (ii) to grant to a third party by easement or other legal instrument an interest in and to the Premises for the purpose of operating and maintaining communications 7.5 MIN Quail Land Lease Agreement 4590313v1 6 564365v5CR205-30 facilities or the management thereof, with or without an assignment of this Agreement to such third party, LESSEE shall have the right of first refusal to meet any bona fide offer of sale or transfer on the same terms and conditions of such offer. If LESSEE fails to meet such bona fide offer within sixty (60) days after written notice thereof from LESSOR, LESSOR may sell or grant the easement or interest in the Property or Premises to such third person in accordance with the terms and conditions of such third party offer. 13. RIGHTS UPON SALE. Should LESSOR, at any time during the Term decide (i) to sell or transfer all or any part of the Property to a purchaser other than LESSEE, or (ii) to grant to a third party by easement or other legal instrument an interest in and to that portion of the Property occupied by LESSEE, or a larger portion thereof, for the purpose of operating and maintaining communications facilities or the management thereof, such sale or grant of an easement or interest therein shall be under and subject to this Agreement and any such purchaser or transferee shall recognize LESSEE's rights hereunder under the terms of this Agreement. To the extent that LESSOR grants to a third party by easement or other legal instrument an interest in and to that portion of the Property occupied by LESSEE for the purpose of operating and maintaining communications facilities or the management thereof and in conjunction therewith, assigns this Agreement to said third party, LESSOR shall not be released from its obligations to LESSEE under this Agreement, and LESSEE shall have the right to look to LESSOR and the third party for the full performance of this Agreement. 14. QUIET ENJOYMENT. LESSOR covenants that LESSEE, on paying the rent and performing the covenants herein, shall peaceably and quietly have, hold and enjoy the Premises. 15. TITLE. LESSOR represents and warrants to LESSEE as of the execution date of this Agreement, and covenants during the Term that LESSOR is seized of good and sufficient title and interest to the Property and has full authority to enter into and execute this Agreement. LESSOR further covenants during the Term that there are no liens, judgments or impediments of title on the Property, or affecting LESSOR's title to the same and that there are no covenants, easements or restrictions which prevent or adversely affect the use or occupancy of the Premises by LESSEE as set forth above. 16. INTEGRATION. It is agreed and understood that this Agreement contains all agreements, promises and understandings between LESSOR and LESSEE and that no verbal or oral agreements, promises or understandings shall be binding upon either LESSOR or LESSEE in any dispute, controversy or proceeding at law, and any addition, variation or modification to this Agreement shall be void and ineffective unless made in writing signed by the Parties. In the event any provision of the Agreement is found to be invalid or unenforceable, such finding shall not affect the validity and enforceability of the remaining provisions of this Agreement. The failure of either Party to insist upon strict performance of any of the terms or conditions of this Agreement or to exercise any of its rights under the Agreement shall not waive such rights and such Party shall have the right to enforce such rights at any time and take such action as may be lawful and authorized under this Agreement, in law or in equity. 7.5 MIN Quail Land Lease Agreement 4590313v1 7 564365v5CR205-30 17. GOVERNING LAW. This Agreement and the performance thereof shall be governed, interpreted, construed and regulated by Minnesota law. 18. ASSIGNMENT; SUBLETTING. This Agreement may be sold, assigned or transferred by the LESSEE without any approval or consent of the LESSOR to the LESSEE's principal, affiliates, subsidiaries of its principal or to any entity which acquires all or substantially all of LESSEE's assets in the market defined by the Federal Communications Commission in which the Property is located by reason of a merger, acquisition or other business reorganization. As to other parties, this Agreement may not be sold, assigned or transferred without the written consent of the LESSOR, which such consent will not be unreasonably withheld, delayed or conditioned. No change of less than a controlling interest in LESSEE via sale of stock, partnership interest or other transfer shall constitute an assignment hereunder. Subject to Paragraph 2d. above, LESSEE may sublease to any third party all or part of the Premises upon notice to LESSOR. Any sublease that is entered into by LESSEE shall be subject to the provisions of this Agreement and shall be binding upon the successors, assigns, heirs and legal representatives of the respective Parties hereto. 19. NOTICES. All notices hereunder must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested or by commercial courier, provided the courier's regular business is delivery service and provided further that it guarantees delivery to the addressee by the end of the next business day following the courier's receipt from the sender, addressed as follows (or any other address that the Party to be notified may have designated to the sender by like notice): LESSOR: City of Crystal 4141 Douglas Drive Crystal, MN 55422 Attn: City Manager LESSEE: Verizon Wireless (VAW) LLC d/b/a Verizon Wireless 180 Washington Valley Road Bedminster, New Jersey 07921 Attention: Network Real Estate Notice shall be effective upon actual receipt or refusal as shown on the receipt obtained pursuant to the foregoing. 20. SUCCESSORS. This Agreement shall extend to and bind the heirs, personal representative, successors and assigns of the Parties hereto. 21. NON-DISTURBANCE. LESSOR shall recognize LESSEE’s right to remain in occupancy of and have access to the Premises as long as LESSEE is not in default of this Agreement. At LESSOR's option, this Agreement shall be subordinate to any future master lease, 7.5 MIN Quail Land Lease Agreement 4590313v1 8 564365v5CR205-30 ground lease, mortgage, deed of trust or other security interest (a “Mortgage”) by LESSOR which from time to time may encumber all or part of the Property or right-of-way; provided, however, as a condition precedent to LESSEE being required to subordinate its interest in this Agreement to any future Mortgage covering the Property, LESSOR shall obtain for LESSEE's benefit a non-disturbance and attornment agreement for LESSEE's benefit in the form reasonably satisfactory to LESSEE, and containing the terms described below (the “Non-Disturbance Agreement”), and shall recognize LESSEE's right to remain in occupancy of and have access to the Premises as long as LESSEE is not in default of this Agreement beyond applicable notice and cure periods. Such Non-Disturbance Agreement must be binding on all of Lender's participants in the subject loan (if any) and on all successors and assigns of Lender and/or its participants and on all Purchasers. 22. RECORDING. LESSOR agrees to execute a Memorandum of this Agreement which LESSEE may record with the appropriate recording officer. The date set forth in the Memorandum of Lease is for recording purposes only and bears no reference to commencement of either the Term or rent payments. 23. DEFAULT. a. In the event there is a breach by LESSEE with respect to any provisions of this Agreement or its obligations under it, including the payment of rent, LESSOR shall give LESSEE written notice of such breach. After receipt of such written notice, LESSEE shall have fifteen (15) days in which to cure any monetary breach and thirty (30) days in which to cure any non-monetary breach, provided LESSEE shall have such extended period as may be required beyond the thirty (30) days if the nature of the cure is such that it reasonably requires more than thirty (30) days and LESSEE commences the cure within the thirty (30) day period and thereafter continuously and diligently pursues the cure to completion. LESSOR may not maintain any action or effect any remedies for default against LESSEE unless and until LESSEE has failed to cure the breach within the time periods provided in this Paragraph. b. In the event there is a breach by LESSOR with respect to any of the provisions of this Agreement or its obligations under it, LESSEE shall give LESSOR written notice of such breach. After receipt of such written notice, LESSOR shall have thirty (30) days in which to cure any such breach, provided LESSOR shall have such extended period as may be required beyond the thirty (30) days if the nature of the cure is such that it reasonably requires more than thirty (30) days and LESSOR commences the cure within the thirty (30) day period and thereafter continuously and diligently pursues the cure to completion. LESSEE may not maintain any action or effect any remedies for default against LESSOR unless and until LESSOR has failed to cure the breach within the time periods provided in this Paragraph. 24. REMEDIES. Upon a default, the non-defaulting Party may at its option (but without obligation to do so), perform the defaulting Party’s duty or obligation on the defaulting Party’s behalf, including but not limited to the obtaining of reasonably required insurance policies. The costs and expenses of any such performance by the non-defaulting Party shall be due and payable 7.5 MIN Quail Land Lease Agreement 4590313v1 9 564365v5CR205-30 by the defaulting Party upon invoice therefor. In the event of a default by either Party with respect to a material provision of this Agreement, without limiting the non-defaulting Party in the exercise of any right or remedy which the non-defaulting Party may have by reason of such default, the non-defaulting Party may terminate the Agreement and/or pursue any remedy now or hereafter available to the non-defaulting Party under the Laws or judicial decisions of the state in which the Premises are located; provided, however, LESSOR shall use reasonable efforts to mitigate its damages in connection with a default by LESSEE. If LESSEE so performs any of LESSOR’s obligations hereunder, the full amount of the reasonable and actual cost and expense incurred by LESSEE shall immediately be owing by LESSOR to LESSEE, and LESSOR shall pay to LESSEE upon demand the full undisputed amount thereof with interest thereon from the date of payment at the highest rate permitted by applicable Laws. Notwithstanding the foregoing, if LESSOR does not pay LESSEE the full undisputed amount within thirty (30) days of its receipt of an invoice setting forth the amount due from LESSOR, LESSEE may offset the full undisputed amount, including all accrued interest, due against all fees due and owing to LESSOR until the full undisputed amount, including all accrued interest, is fully reimbursed to LESSEE. 25. ENVIRONMENTAL. a. LESSOR will be responsible for all obligations of compliance with any and all environmental and industrial hygiene laws, including any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene conditions or concerns as may now or at any time hereafter be in effect, that are or were in any way related to activity now conducted in, on, or in any way related to the Property, unless such conditions or concerns are caused by the specific activities of LESSEE in the Premises. b. LESSOR shall hold LESSEE harmless and indemnify LESSEE from and assume all duties, responsibility and liability at LESSOR’s sole cost and expense, for all duties, responsibilities, and liability (for payment of penalties, sanctions, forfeitures, losses, costs, or damages) and for responding to any action, notice, claim, order, summons, citation, directive, litigation, investigation or proceeding which is in any way related to: a) failure to comply with any environmental or industrial hygiene law, including without limitation any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene concerns or conditions as may now or at any time hereafter be in effect, unless such non-compliance results from conditions caused by LESSEE; and b) any environmental or industrial hygiene conditions rising out of or in any way related to the condition of the Property or activities conducted thereon, unless such environmental conditions are caused by LESSEE. 26. CASUALTY. In the event of damage by fire or other casualty to the Premises that cannot reasonably be expected to be repaired within forty-five (45) days following same or, if the Property is damaged by fire or other casualty so that such damage may reasonably be expected to disrupt LESSEE’s operations at the Premises for more than forty-five (45) days, then LESSEE may, at any time following such fire or other casualty, provided LESSOR has not completed the 7.5 MIN Quail Land Lease Agreement 4590313v1 10 564365v5CR205-30 restoration required to permit LESSEE to resume its operation at the Premises, terminate this Agreement upon fifteen (15) days prior written notice to LESSOR. Any such notice of termination shall cause this Agreement to expire with the same force and effect as though the date set forth in such notice were the date originally set as the expiration date of this Agreement and the Parties shall make an appropriate adjustment, as of such termination date, with respect to payments due to the other under this Agreement. Notwithstanding the foregoing, the rent shall abate during the period of repair following such fire or other casualty in proportion to the degree to which LESSEE’s use of the Premises is impaired. 27. CONDEMNATION. In the event of a condemnation of all of the Property, either party may terminate this Agreement. If as a result of a partial condemnation of the Premises or Property, LESSEE, in LESSEE’s sole discretion, is unable to use the Premises for the purposes intended hereunder, or if such condemnation may reasonably be expected to disrupt LESSEE’s operations at the Premises for more than forty-five (45) days, LESSEE may, at LESSEE’s option, to be exercised in writing within fifteen (15) days after LESSOR shall have given LESSEE written notice of such taking (or in the absence of such notice, within fifteen (15) days after the condemning authority shall have taken possession) terminate this Agreement as of the date the condemning authority takes such possession. LESSEE may on its own behalf make a claim in any condemnation proceeding involving the Premises for losses related to the equipment, conduits, fixtures, its relocation costs and its damages and losses (but not for the loss of its leasehold interest). Any such notice of termination shall cause this Agreement to expire with the same force and effect as though the date set forth in such notice were the date originally set as the expiration date of this Agreement and the Parties shall make an appropriate adjustment as of such termination date with respect to payments due to the other under this Agreement. If LESSEE does not terminate this Agreement in accordance with the foregoing, this Agreement shall remain in full force and effect as to the portion of the Premises remaining, except that the rent shall be reduced in the same proportion as the rentable area of the Premises taken bears to the total rentable area of the Premises. In the event that this Agreement is not terminated by reason of such condemnation, LESSOR shall promptly repair any damage to the Premises caused by such condemning authority. 28. PARTIAL INVALIDITY/AUTHORITY. If any provision herein is invalid, it shall be considered deleted from this Agreement and shall not invalidate the remaining provisions of this Agreement. Each of the Parties hereto warrants to the other that the person or persons executing this Agreement on behalf of such Party has the full right, power and authority to enter into and execute this Agreement on such Party’s behalf and that no consent from any other person or entity is necessary as a condition precedent to the legal effect of this Agreement. 29. APPLICABLE LAWS. During the Term, LESSOR shall maintain the Property in compliance with all applicable laws, rules, regulations, ordinances, directives, covenants, easements, zoning and land use regulations, and restrictions of record, permits, building codes, and the requirements of any applicable fire insurance underwriter or rating bureau, now in effect or which may hereafter come into effect (including, without limitation, the Americans with Disabilities Act and laws regulating hazardous substances) (collectively “Laws”). LESSEE shall, in respect to the condition of the Premises and at LESSEE’s sole cost and expense, comply with 7.5 MIN Quail Land Lease Agreement 4590313v1 11 564365v5CR205-30 (a) all Laws relating solely to LESSEE’s specific and unique nature of use of the Premises (other than general office use); and (b) all building codes requiring modifications to the Premises due to the improvements being made by LESSEE in the Premises. 30. SURVIVAL. The provisions of the Agreement relating to indemnification from one Party to the other Party shall survive any termination or expiration of this Agreement. Additionally, any provisions of this Agreement which require performance subsequent to the termination or expiration of this Agreement shall also survive such termination or expiration. 31. CAPTIONS. The captions contained in this Agreement are inserted for convenience only and are not intended to be part of the Agreement. They shall not affect or be utilized in the construction or interpretation of the Agreement. [Remainder of Page Intentionally Blank] 7.5 MIN Quail Land Lease Agreement 4590313v1 12 564365v5CR205-30 IN WITNESS WHEREOF, the Parties hereto have set their hands and affixed their respective seals the day and year first above written. LESSOR: CITY OF CRYSTAL ____________________________ Jim Adams, Mayor Date: ____________________________ Anne Norris, City Manager Date: LESSEE: VERIZON WIRELESS (VAW) LLC D/B/A VERIZON WIRELESS By: Name: Its: Date: 7.5 01/22/19 MIN Quail Land Lease Agreement 564365v5CR205-30 1 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY The north 50 feet of the south 70 feet of the East 80 feet of Lot 9, Block 6, "Rosedale Acres", except that part thereof lying northwesterly of a line extending from a point on the west line thereof distant 19.68 feet south of the northwest corner of a point on the north line thereof distant 62.34 feet westerly of the northwest corner. Hennepin County, Minnesota Torrens Property Certificate of Title No. 1048449.5 7.5 01/22/19 MIN Quail Land Lease Agreement 564365v5CR205-30 2 EXHIBIT B DEPICTIONS OF THE PROPERTY, PREMISES, ACCESS AND UTILITY EASEMENT, AND SITE PLAN 7.5 01/22/19 MIN Quail Land Lease Agreement 564365v5CR205-30 3 EXHIBIT C SURVEY OF PROPERTY, PREMISES, AND ACCESS AND UTILITY EASEMENT 7.5 Memorandum DATE: January 21, 2020 TO: City Council FROM: Mark Ray, PE, Director of Public Works Mick Cyert, Engineering Project Manager SUBJECT: Approve Plans and Specifications, Order Ad for Bids 2020 Street Resurfacing and Reconstruction Project Summary The 2020 Street Maintenance Fund allocated $1,478,000 for asphalt reconditioning (1 ½” inch mill and overlay) which includes concrete curb a gutter repairs and an additional $41,200 for pedestrian concrete curb ramp replacements. Based on a review of the proposed asphalt reconditioning area, there are pedestrian curb ramp replacements (21) that will be integrated into the larger project. It was also noted during project development that the dead end of Florida Ave south of 36th Ave was not reconstructed, had only had minimal street maintenance, and needed more than just a mill and overlay. As part of the larger mill and overlay project, this short (140 foot) segment of Florida Ave will have a complete street reconstruction which includes grading, new concrete curb and gutter and bituminous street surfacing. Staff have met with these property owners multiple time and they are in support of the project. The total available funding for the entire project (mill and overlay, pedestrian curb ramp replacements, and Florida Ave reconstruction) is $1,519,200. To maximize the available project funding, public works maintenance staff will be performing some minor miscellaneous concrete removals, tree removals, and subgrade corrections as part of the project. Additionally, the City of New Hope will financially participate in the project for its portion (north half) of the 32nd Avenue N. mill and overlay from Winnetka Avenue to Winpark Drive. Crystal will act as the lead agency for the work and New Hope will reimburse Crystal for their share of the project cost. Project Cost The total estimated project cost is $1,472,815 which includes $26,809 for the City of New Hope’s share of cost. As noted above $1,519,200 is available with the $73,194 difference serving as a project contingency. There will be no special assessment for this project. Project Schedule In order to try and get the best pricing, the City is flexible on the construction schedule in terms of start time and area of the City. Bids will be opened March 17, 2020. The Council will be updated at the first worksession on March 24th. Then, if there are no issues, the Council will be asked to consider awarding the contract at the Council Meeting on March 24th. The date for project completion is by Fall 2020. 7.6 Communication A direct mailing has been sent to all the properties in the project area notifying them of the potential project. Additional information will be mailed once the project is awarded and a construction timeline is known. Attachment • Project Location Map Recommended Action • Motion to approve resolution approving the plans and specifications 2020 street resurfacing and reconstruction project • Motion to approve resolution ordering advertisement for bids 2020 street resurfacing and reconstruction project 7.6 Winnetka Ave N34thAveN36th Ave NDouglas Dr N32nd Ave NHampshire Ave N33rdPlN35th Ave NEdgewood Ave NGeorgia Ave N32ndPlNQuebec Ave NLouisiana Ave N30th Ave NSumter Ave NWelcomeAveNUtah Ave NUtahAveNMarkwood Dr N29th Ave N33rd Ave NLilacDrNViewcrest Ln35th Ave N31st Ave NNevada Ave NJersey Ave NBrunswick Ave NVeraCruzAveNMaryland Ave NV alleVisFlorida Ave N31st Ave N29th Ave N28th Ave NWinparkDrStateHighway100Edgewood Ave NJersey Ave NLilac Dr NCP RailroadIdaho Ave NMaryland Ave NKentucky Ave NColorado Ave NBrunswick Ave NAdair Ave NZane Ave NYates Ave NXenia Ave NValley Pl N35th Pl NHill Pl NIdaho Ave NGeorgia Ave N30thAveNAdair Ave NWelcome Ave NPennsylvania Ave NXeniaAveNVeraCruzAveNYatesAveN´00.250.5MilesHighway 100City of Crystal 2020 Mill, Overlay and Street Work Area - 6.25 MilesProject Area2020 Bituminous Street Resurfacing and Street ReconstructionCrystalHwy 10042nd Ave58th Ave27th Ave36th AveWinnetka AveDouglas DriveBass Lake Road-56th Ave42nd Ave36th AveW est B roadw ayB o ttin e a u /8 1 Louisiana Ave0¼½¾1Miles__________ Mill and Overlay Street__________ Rebuild Street (Florida Ave)7.6 RESOLUTION NO. 2020 - ______ APPROVING PLANS AND SPECIFICATIONS 2020 STREET RESURFACING AND RECONSTRUCTION PROJECT WHEREAS, the City is committed to providing a reliable transportation system; and WHEREAS, regular maintenance is a routine part of providing for a reliable transportation system; and WHEREAS, the 2020 Street Maintenance Fund allocated funds for bituminous surface reconditioning and pedestrian curb ramp replacements of local streets; and WHEREAS, plans and specifications have been prepared by the Public Works Department. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves the plans and specifications for the 2020 Bituminous Street Resurfacing and Reconstruction Project. Adopted by the Crystal City Council this 21st day of January, 2020. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 7.6 RESOLUTION NO. 2020 - ______ ORDERING ADVERTISEMENT FOR BIDS 2020 STREET RESURFACING AND RECONSTRUCTION PROJECT WHEREAS, the City is committed to providing a reliable transportation system; and WHEREAS, regular maintenance is a routine part of providing for a reliable transportation system; and WHEREAS, the 2020 Street Maintenance Fund allocated funds for bituminous surface reconditioning and pedestrian curb ramp replacements of local streets; and WHEREAS, plans and specifications have been prepared by the Public Works Department. WHEREAS, the City Council approved the plans and specifications on January 21, 2020. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby orders the advertisement for bids for the 2020 Street Resurfacing and Reconstruction Project. Adopted by the Crystal City Council this 21st day of January, 2020. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 7.6 7.7 7.7 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: January 15, 2020 TO: Mayor and City Council Anne Norris, City Manager FROM: John Elholm, Recreation Director SUBJECT: Community Center Skylight Replacement Background The Crystal Community Center opened to the public nearly 30 years ago. A recent building study stated the pyramid shaped Kalwall skylights generally have a 25 – 35-year life span, and leaks have developed. One skylight is in the hallway (near front counter), one in the Forest room and two are in the senior center. The leaking results in buckets being placed in the hallway during heavy storms and stains have appeared on the ceiling tiles near the front desk. Various options were reviewed to correct this situation – from repairing the Kalwall skylights to covering the skylights with a metal roof. The recommended solution is to install insulated roof panels with a standing seam metal roof over the pyramid shaped skylights. The metal roof with insulated panels would provide better insulation, has a longer life span, and is more cost effective than repairing the Kalwall skylights. A structural engineer was hired to assure the skylight structure would support the additional weight of the insulated panels and metal roof. Two quotes were received for installing a metal roof and insulated structural roof panels over the pyramid shaped skylights; that is consistent with the structural engineer’s review. • Central Roofing Company $158,402.05 • Commercial Roofing & Sheet Metal $158,987.00 Central Roofing has also completed several projects with the city including a pump house and the old public works building. They hold a Minnesota state contract for roof repair. 7.8 Revenue Skylight Repair Budget $140,000 Remaining funds from pool water feature (teacup) replacement $ 18,000 Remaining funds from painting bridge and diving board structures $ 13,000 Total $171,000 Expense Structural Engineer $ 5,000 Central Roofing Company $158,402 Total $163,402 Staff recommends approval of the attached resolution entering into an agreement with Central Roofing Company in the amount of $158,402.05 to cover the Kalwall skylight pyramids at the Crystal Community Center with insulated structural roof panels and standing seam metal roof. 7.8 CITY OF CRYSTAL RESOLUTION 2020 - RESOLUTION ENTERING INTO AN AGREEMENT WITH CENRAL ROOFING COMPANY TO INSTALL A STANDING SEAM METAL ROOF AT THE CRYSTAL COMMUNITY CENTER WHEREAS, the City of Crystal owns and operates the Crystal Community Center, and WHEREAS, the pyramid shaped Kalwall skylights at the Crystal Community Center are nearly 30 years old and have begun to leak, and WHEREAS, covering the skylight system with a standing seam metal roof over insulated roof panels will be longer lasting, more energy efficient and more cost effective, and WHEREAS, two quotes were received to cover the Kalwall skylight system with a standing seam metal roof and insulated roof panels, and WHEREAS, the lowest quote was provided by Central Roofing Company in the amount of $158,402.05, and WHEREAS, Central Roofing Company has done quality roofing work for the City of Crystal in the past; THEREFORE, BE IT RESOLVED: A. That the Crystal City Council wishes to enter into an agreement with Central Roofing Company, in the amount of $158,402.05, to furnish and install a standing seam metal roof over insulated roof panels to cover skylights at the Crystal Community Center. B. That the Crystal City Council hereby authorizes the City Manager to sign the agreements with Central Roofing Company for this project. Adopted by the Crystal City Council this 21st day of January, 2020. ________________________ Jim Adams, Mayor ATTEST: ___________________________ Christina Serres, City Clerk 7.8 1 STANDING SEAM METAL ROOF INSTALLATION AGREEMENT THIS ROOFING INSTALLATION AGREEMENT (“Agreement”) is made and entered into this ___ day of ____________, 2020, by and between the City of Crystal , a Minnesota municipal corporation, located at 4141 Douglas Drive North, Crystal , Minnesota 55422 (“City”), and Central Roofing Company, a Minnesota company, located at 4550 Main Street NE, Minneapolis, MN 55421 (“Contractor”). TERMS AND CONDITIONS 1. Scope of Work. a. The Contractor, for and in consideration of the payment or payments herein specified and to be made by the City, covenants and agrees to furnish all materials, all necessary tools and equipment, and to do and perform all the work and labor necessary in the installation of certain standing seam metal roofing and insulation (hereinafter the “Project”), all in strict conformity with the Contractor’s quote and scope of work contained in the attached Exhibit A (all work, materials and equipment set forth in this paragraph and contained in Exhibit A are hereinafter collectively referred to as the “Specifications”). Said Specifications are hereby fully incorporated as part of this Agreement. b. The Contractor also agrees that all work and labor shall be done in the best and most diligent manner and that all materials and labor shall be in entire and strict conformity in every respect with the said Specifications and shall be subject to the inspection and approval by the proper authorities of the City for the supervision of the work, and in case any of said material or labor shall be rejected by the City as defective or unsuitable, then the materials shall be removed and replaced with other approved materials and the labor shall be done anew to the satisfaction and approval of the City at the cost and expense of the Contractor. c. The Contractor further agrees to make good, replace, and renew at the Contractor’s own cost and expense any loss or damage to the work and Project occurring during the installation or prior to the final acceptance thereof by the City, by reason of fire, tornado, theft, or any cause whatsoever, and to be wholly responsible for the installation, completion and delivery of the Project in its entirety for the final acceptance by the City; and any payment or payments made to the Contractor hereunder, shall not be construed as operating to relieve the Contractor from responsibility for the construction and delivery of the Project as provided and agreed through this Agreement. 2. Schedule; Liquidated Damages. a. The Contractor agrees to commence the work at the earliest practicable date and to prosecute the same diligently and without delay and to have the work entirely completed in every respect to the satisfaction and approval of the City on or before June 19. 2020. In case of the failure on the part of the Contractor, for any reason except with the written consent of the council of the City, to complete the work on or before said date, the City shall have the right to deduct from any money due or which may become due to the Contractor, the amount of two hundred dollars ($200.00) per day for each and every day elapsing between the time stipulated for the 7.8 2 completion and the actual date of completion, in accordance with the terms thereof; or if no moneys shall be due the Contractor, the City shall have the right to recover such sum; such deduction to be made or such sum to be recovered not as a penalty, but as liquidated damages. The Contractor agrees that it will be difficult for the City to determine the amount of all damages that the City would incur as a result of delay and that the liquidated damages set forth in this paragraph are reasonable. b. The Contractor agrees to notify the City in writing of any and all causes of delay of such work or any part thereof, within 24 hours after such cause of delay shall arise, and in case of the failure of the Contractor to perform this Agreement and complete the work at the time hereinafter specified, the City may immediately, or at any time thereafter, proceed to complete the work at the cost and expense of the Contractor. Upon receipt of written notice from the Contractor of the existence of causes over which the Contractor has no control and which must delay the completion of the work, including without limitation, fire, flood, epidemic, strikes, wars, acts of God, acts of public authorities, or delays or defaults caused by public carriers, the City shall reasonably extend the date previously specified for the completion of the work and in such case the Contractor shall only become liable for such liquidated damages for failure to perform during any delay after the time is so extended. 3. Compensation. a. The City agrees to pay the Contractor the sum mentioned in the Contractor’s quote, which is attached hereto as Exhibit A. If the Contractor properly performs the work, the City shall, from month to month before completion of the work and pursuant to invoices from the Contractor, pay the Contractor up to 95 percent of the amount already earned under the Agreement. When the work is 95 percent or more completed, upon the sole determination of City staff, such portions of the retained price shall be released only as the City determines it need not be retained to protect the interest of the City in the satisfactory completion of the Agreement. The balance shall be retained by the City until the final performance and completion of this Agreement by the Contractor to the satisfaction, approval, and acceptance of the City including provision by the Contractor of Minn. Dept. of Revenue Form IC-134 or other authorized proof of the Contractor’s compliance with applicable state laws. b. No claim for extra work done or materials furnished by the Contractor will be made by the Contractor or allowed by the City, nor shall the Contractor do any work or furnish any materials not covered by the Specifications, unless such work or materials is ordered in writing by the City. Any such work or materials which may be done or furnished by the Contractor without such written order first being given, shall be at the Contractor's own risk and expense. 4. Non-Discrimination. The Contractor agrees that in the hiring of common or skilled labor for the performance of any work under this Agreement or any subcontract hereunder, no contractor, material supplier, or vendor, shall, by reason of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion, discriminate against any person or persons who are qualified and available to perform the work to which such employment relates; that neither the Contractor nor any subcontractor, material supplier, or vendor, shall in any manner discriminate against, or intimidate, or prevent the employment of any such person or persons from 7.8 3 the performance of work under this Agreement or any subcontract hereunder on account of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. 5. Insurance. The Contractor shall maintain commercial general liability coverage for all work covered under the Agreement in at least the amounts of $1,500,000.00 per occurrence for combined bodily injury and property damage, and $2,000,000 in the general aggregate, and commercial automobile liability insurance in at least the amount of $1,000,000 per occurrence for combined bodily injury and property damage covering owned, non-owned, and hired automobiles. The Contractor shall provide the City with a current certificate of insurance listing the City as an additional insured with respect to the aforementioned policies. To meet the requirements herein, the Contractor may use a combination of excess and umbrella coverage. The Contractor also agrees to keep in force during the entire term of this Agreement statutory workers’ compensation insurance. 6. Indemnification. The Contractor hereby agrees to protect, defend and hold the City and its officers, elected and appointed officials, employees, administrators, commissioners, agents, and representatives harmless from and indemnified against any and all loss, costs, fines, charges, damage and expenses, including, without limitation, reasonable attorneys’ fees, consultants’ and expert witness fees, and travel associated therewith, due to claims or demands of any kind whatsoever (including those based on strict liability) only to the extent caused by and arising out of (i) the activities contemplated by this Agreement, (ii) including, without limitation, any claims for any lien imposed by law for services, labor or materials, or (iii) by reason of the execution of this Agreement or the performance of this Agreement. The Contractor, and the Contractor’s successors or assigns, agree to protect, defend and save the City, and its officers, agents, and employees, harmless from all such claims, demands, damages, and causes of action and the costs, disbursements, and expenses of defending the same, including but not limited to, attorneys’ fees, consulting engineering services, and other technical, administrative or professional assistance. The Contractor further agrees to indemnify the City and hold it harmless from and against any and all claims, suits, and actions against, and all loss, damage, costs, or expense to the City occasioned by or arising from any infringement or claim of infringement of any letters patent, or patent rights upon or covering any patented article or articles furnished or installed by the Contractor under this Agreement for the City, of from or by reason of the use by the City of any patented article or articles furnished or installed by the Contractor for the City under this Agreement. The indemnity contained in this paragraph shall be continuing and shall survive the performance or cancellation of this Agreement. Nothing in this Agreement shall be construed as a limitation of or waiver by the City of any immunities, defenses, or other limitations on liability to which the City is entitled by law, including but not limited to the maximum monetary limits on liability established by Minnesota Statutes, Chapter 466, or otherwise. 7. Independent Contractor. The Contractor and its employees are not employees of the City. Nothing in the Agreement is intended or should be construed in any manner as creating or establishing the relationship as employer/employee, co-partners, or a joint venture between the City and the Contractor. It is agreed that the Contractor and its employees will act as an independent contractor and acquire no rights to tenure, workers’ compensation benefits, unemployment compensation benefits, medical and hospital benefits, sick and vacation leave, severance pay, pension benefits or other rights or benefits offered to employees of the City. The manner in which the Project is to be 7.8 4 performed shall be controlled by the Contractor; however, the nature of the services and the results to be achieved shall be specified by the City. 8. Termination. The City may terminate this Agreement upon 30 days’ written notice, except that if the Contractor is in default and fails to cure the default within ten days following written notice by the City, the City has the right to terminate this Agreement immediately upon written notice of termination. The Contractor will be paid for services properly rendered and equipment property installed prior to the effective date of termination. The following provisions of this Agreement shall survive expiration, termination, or cancellation of this Agreement: Indemnification; Insurance; Governing Law; Data Practices; and Audit. 9. Amendments. Any amendment to this Agreement must be in writing and signed by both parties. 10. Assignment. No assignment or attempted assignment of this Agreement or of any rights hereunder shall be effective without the prior written consent of the City. 11. Authority. Each of the undersigned parties warrants it has the full authority to execute this Agreement. 12. No Personal Liability. No officer, agent or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City on any obligation or term of this Agreement. 13. Notices. Any notice, demand, or other communication under this Agreement by either party to the other shall be sufficiently given or delivered if it is dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally to the addresses listed in the preamble to this Agreement, or at such other address with respect to either such party as that party may, from time to time, designate in writing and forward to the other as provided in this section. 14. No Agency. The Contractor acknowledges that nothing contained in this Agreement nor any act by the City or the Contractor shall be deemed or construed by the Contractor or by any third person to create any relationship of third-party beneficiary, principal and agent, limited or general partner, or joint venture between the City and the Contractor. 15. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 16. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 17. Compliance with Laws. The Contractor warrants that all work performed pursuant to this Agreement shall be in compliance with all federal, state and local laws, ordinances, regulations, rules, and standards. 7.8 5 18. Entire Agreement. This Agreement, any attached exhibits and any addenda or amendments signed by the parties shall constitute the entire Agreement between the City and Contractor, and supersedes any other written or oral agreements between and City and Contractor. 19. Severability. In the event that any one or more of the provisions of this Agreement, or any application thereof, shall be found to be invalid, illegal or otherwise unenforceable, the validity, legality, and enforceability of the remaining provisions in any application thereof shall not in any way be affected or impaired thereby. 20. Waivers. No failure by any party to insist upon the strict performance of any covenant, duty, agreement, or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof, shall constitute a waiver of any such breach of any other covenant, agreement, term, or condition, nor does it imply that such covenant, agreement, term or condition may be waived again. 21. Data Practices. Any and all data created, collected, received, stored, used, maintained, or disseminated by the parties pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. 22. Audit. The Contractor agrees that the City, the Minnesota State Auditor, and Minnesota Legislative Auditor, or any of their duly authorized representatives, at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and transcribe any books, documents, papers, and records that are relevant and involve transactions relating to this Agreement for six years following termination of this Agreement. IN WITNESS THEREOF, the parties hereto have executed this Agreement as of the day and year written above. CITY: CONTRACTOR: By: _____________________________ By: ___________________________ Jim Adams Its: Mayor By: ______________________________ Its: ___________________________ Anne Norris Its: City Manager 7.8 A-3 EXHIBIT A Contractor’s Quote 7.8 A-3 7.8 Please hand this form to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is: 4r Name: Address: ,'4zze— /C-� Zip Code: Date: 12— / A;to7 p Day Phone (optional): Email (optional): Thank you for your attendance and participation. 4�7z Please hand this form to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (Information provided on this form is open to the public) (please print clearly) The topic I wish to address is:—To K\:k i r -- Address:—qt'?/ IAdvki tz kAUe_ ')�� Zip Code: 5-Y ala R Date: .4 -a / -/? Day Phone (optional): Email (optional): Thank you for your attendance and participation.