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2018.06.19 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: June 15, 2018 City Council Meeting Schedule June 19, 2018 Time Type of meeting Location 6:30 p.m. First City Council work session to discuss: • Labor relations (this portion of the meeting will be closed pursuant to Chapter 13D of state law). Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the City Council meeting Second City Council work session to discuss: • Review of new website. • West Metro Fire-Rescue District 2019 budget review and other updates. • Becker Park project update. • 3856 Maryland Ave. N. surplus property update. • Snow/ice policy, including sidewalks. • Constituent issues update. • City manager monthly update. • New business. • Announcements. Conference Room A Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: June 15, 2018 City Council First Work Session Agenda June 19, 2018 6:30 p.m. Conference Room A Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the first work session of the Crystal City Council was held at ______ p.m. on June 19, 2018 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council Members Staff ____ Kolb ____ Norris ____ LaRoche ____ Therres ____ Parsons ____ Gilchrist ____ Adams ____ Ray ____ Budziszewski ____ Revering ____ Dahl ____ Sutter ____ Deshler ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Labor relations (this portion of the meeting will be closed pursuant to Chapter 13D of state law). III. Adjournment The work session adjourned at ______ p.m. Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531- 1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. Memorandum DATE: June 11, 2018 TO: Mayor and Council FROM: Anne Norris, City Manager Kimberly Threrres, Assistant City Manager/Human Resources Manager SUBJECT: Labor Negotiations 2018 All three bargaining units will be negotiating agreements for 2019. The city has three bargaining units: International Union of Operating Engineers, Local 49 (public works). Law Enforcement Labor Services, Local 44 (patrol officers). Law Enforcement Labor Services, Local 56 (police supervisors). Prior to meeting with any of our labor unions, staff would like to meet in a closed session with city council to discuss labor relations and contract negations. Labor Relations Attorney Frank Madden, City Manager Anne Norris and I will be at the work session to answer questions. In accordance with Minnesota Statutes, section 13D.03, portions of the meeting will be closed to consider strategy for labor negotiations. Prior to closing the meeting, the Mayor should announce the time, place and purpose of the closed meeting during the open public meeting portion of the work session. The closed meeting will be recorded. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov City Council Meeting Agenda June 19, 2018 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 Stephanie Revering will present the Chief’s Award to Joann Leser for her life-saving efforts in the community.* 3.2 Minnesota Recreation and Park Association will present the Award of Excellence for Crystal Park and Recreation System Master Plan. 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 regular City Council meeting on June 5, 2018. b. The regular City Council work session on June 5, 2018. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Approval of a resolution accepting the following donations: a. $242.66 from donation boxes for Crystal Police K-9 Unit. b. $3,000 from VFW Post 494 for Crystal American Little League. 4.4 Approval of solicitor licenses for Rick Brambrink, Lori Northrop and Roxanne Seib of Window Concepts of Minnesota, Inc. to go door-to-door in Crystal through Dec. 31, 2018, selling home improvement services. (These licenses were pre-approved by City Manager Anne Norris on 6/6/2018.) 4.5 The Council will consider a resolution authorizing summary publication of an ordinance amending Chapters 8 and 12, and establishing a new Chapter 21 of the Crystal City Code. Crystal City Council Meeting Agenda June 19, 2018 Page 2 of 4 4.6 Approval of the following items for Crystal Frolics: a. A permit application for a fireworks display on Friday, July 27 and Saturday, July 28, 2018, submitted by Hollywood Pyrotechnics, Inc. and Crystal Frolics Committee. b. A temporary on-sale liquor license at Becker Park on July 26 - 29, 2018, submitted by West Metro Fire-Rescue Relief Association. c. A resolution for lawful gambling at Becker Park on July 26 - 29, 2018, submitted by Crystal Lions. 5. Open Forum (The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to ten minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas.) 6. Regular Agenda 6.1 The Council will consider approval of disbursements over $25,000 submitted by the finance department to the city council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. 6.2 The Council will consider approval of a private kennel license at 4901 Vera Cruz Ave. N., submitted by Tracey and Mike Videen. The Videens are requesting a private kennel license so they can care for foster dogs in addition to their three dogs. The Animal Control Officer inspected the property and recommends approval of the private kennel license. Prior to taking action on the license, the Council should take comment from any neighbors in attendance. 6.3 The Council will consider a resolution vacating excess right-of-way on Georgia and Hampshire Avenues. At its June 5 meeting the City Council held a public hearing on the proposed vacation of excess right-of-way at 38th and Georgia/Hampshire to reflect the actual road configuration. At that meeting the Council discussed vacating the excess right-of-way on the other side of the street as a city-initiated action. Recommend approval of the resolution vacating the excess right-of-way and direct staff to proceed with vacation of the excess right-of-way on the other side of the street. Crystal City Council Meeting Agenda June 19, 2018 Page 3 of 4 6.4 The Council will consider approval of a site plan for Taco Bell at 5547 West Broadway. BFI Real Estate Holdings is proposing to purchase the parcel at 5547 West Broadway for construction of a new Taco Bell restaurant. The property is zoned Commercial and restaurants are a permitted use within that zoning district. The Planning Commission held a public hearing on the proposed site plan and improvements at its June 11 meeting. The Planning Commission unanimously recommended approval of the site plan subject to the conditions outlined in the staff report. 6.5 The Council will consider a resolution awarding the contract for 2018 pedestrian curb ramp replacement and concrete repairs project. The 2018 budget includes $95,000 for concrete pedestrian ramp and miscellaneous repairs. Recommend approval of the resolution awarding the contract for this year’s concrete work to Create Construction. 7. Announcements a. The Crystal Business Association meets on Wednesday, June 20, at 8:30 a.m. in the Community Room at City Hall. b. City offices are closed July 4 in observance of the Independence Day holiday. c. The City Council will hold a work session on Thursday, July 12 at 6:30 p.m. in Conference Room A at City Hall. d. The next City Council meeting is on Tuesday, July 17, at 7 p.m. in the Council Chambers at City Hall. e. Crystal Frolics is July 26 – 29. More information is available at www.crystalfrolics.org f. Girl and Boy Scout troops are invited to lead the pledge at City Council meetings. Troops who are interested may contact city staff for information. g. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 8. Adjournment 9. June 19, 2018 Meeting Schedule Crystal City Council Meeting Agenda June 19, 2018 Page 4 of 4 Time Type of meeting Location 6:30 p.m. First City Council work session to discuss: • Labor relations (this portion of the meeting will be closed pursuant to Chapter 13D of state law). Conference Room A 7 p.m. City Council meeting Council Chambers Immediately following the City Council meeting Second City Council work session to discuss: • Review of new website.* • West Metro Fire-Rescue District 2019 budget review and other updates. • Becker Park project update. • 3856 Maryland Ave. N. surplus property update.* • Snow/ice policy, including sidewalks. • Constituent issues update. • City manager monthly update. • New business.* • Announcements.* Conference Room A * Denotes no supporting information included in the packet. Have a great weekend. See you at Tuesday’s meeting. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: June 14, 2018 TO: Mayor and City Council Anne Norris, City Manager FROM: John Elholm, Recreation Director SUBJECT: Award of Excellence – Park System Master Plan The Minnesota Recreation and Park Association (MRPA) was formed in 1937 to foster the growth and development of the parks and recreation profession throughout the State of Minnesota. The MRPA Awards Committee was created in 1987 to acknowledge individual members and agencies for their excellence in the field of Parks, Recreation and Leisure Services. Awards Committee members represent a cross section of Association members from across the State of Minnesota. The ‘Awards of Excellence’ Program annually recognizes agencies and their staff for exemplary projects. MRPA members may nominate a project for an Award of Excellence in seven different categories: Administrative or Management Strategies, Communications, Park and Facility, Programming and Events, Sponsorships and Partnerships, Sustainability and Volunteer Initiatives. The project Crystal is being recognized for is in the ‘Administrative or Management Strategies’ category. Alyssa Fram, a park and recreation professional from the City of Plymouth, will present the Crystal City Council with a 2017 Minnesota Recreation and Park Association Award of Excellence; for the ‘City of Crystal Park System Master Plan’. 3.2 Crystal City Council meeting minutes June 5, 2018 Page 1 of 7 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on June 5, 2018 at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, Minnesota. Mayor Adams called the meeting to order. Roll CallMayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the followingattendance was recorded: Council members present: Kolb, LaRoche, Adams, Budziszewski and Dahl.Absent: Deshler and Parsons. City staff present: City Manager A. Norris, Assistant City Manager/Human Resources ManagerK. Therres, City Attorney T. Gilchrist, Community Development Director J. Sutter, City PlannerD. Olson, Recreation Director J. Elholm, 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 LaRoche and seconded by Council Member Dahl to approve the agenda. Motion carried. 3.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a.The regular City Council meeting on May 15, 2018. b.The regular City Council work session on May 15, 2018. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 3.3 Approval of Resolution No. 2018-68, accepting the following donations: a.$1,027 from Crystal Crime Prevention Board for Crystal Police K-9 Unit. b.$237.13 from donation boxes for Crystal Police K-9 Unit. c.$500 from Minnesota Recovery Center, LLC for Crystal Police Department for the Community Iftar Dinner. 3.4 Approval of a temporary on-sale liquor license for a church festival on August 3 - 4, 2018, submitted by the Church of St. Raphael at 7301 56th Ave. N. 3.5 Approval of a solicitor license for Vanessa Patterson of Window Concepts of Minnesota, Inc. to go door-to-door in Crystal through Dec. 31, 2018, selling home improvement services. 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 2 of 7 3.6 Approval of a special permit to serve beer and wine at Bassett Creek Park for up to 40 guests to attend a groom’s dinner on July 6, 2018, from 5-10 p.m., submitted by Brian Egan. 3.7 Approval of Resolution No. 2018-69, appointing election judges for the 2018 primary and general elections. 3.8 Approval of Resolution No. 2018-70, establishing an Absentee Ballot Board for the 2018 primary and general elections. 3.9 Approval of a special permit to serve beer and wine at Bassett Creek Park for up to 30 guests to attend a bachelor party on June 30, 2018, from 5 – 10 p.m., submitted by Daniel Plasencio. 3.10 Approval of the following items for Crystal Frolics: a.A request for authorization to temporarily close Bass Lake Road between County Road 81 and Sherburne Avenue during the fireworks display on Friday, July 27 and Saturday, July 28, 2018 from 9:45 - 10:45 p.m., submitted by Crystal Frolics Committee. b.A request for authorization to temporarily close Douglas Drive between the driveway of Cedarwood Apartments and Becker Park parking lot for a “waterball fight” with local fire departments from noon – 5 p.m. on Saturday, July 28, submitted by Crystal Frolics Committee. c.A request for live music at Becker Park on Thursday, July 26 from 6 – 9 p.m., Friday, July 27 from 7:30 - 11:30 p.m., Saturday, July 28 from 7:30 - 11:30 p.m., and Sunday, July 29 from 11 a.m. – 2 p.m., submitted by Crystal Frolics Committee. Moved by Council Member Kolb and seconded by Council Member LaRoche to approve the consent agenda. Motion carried. 4.Open Forum The following person addressed the Council: •Kathryn Peterson on behalf of Roberta Homeowners Association, 5605 Vera Cruz Ave. N., regarding the strip mall on the corner of Vera Cruz Avenue North and Bass Lake Road. 5.Public Hearing 5.1 The Mayor announced the purpose of the public hearing: To receive comment and consider a resolution vacating excess right-of-way for Georgia and Hampshire Avenues. City Planner Dan Olson addressed the Council. The Mayor opened the public hearing for testimony. The following person addressed the Council: •Porter Million, 3820 Georgia Ave. N. There being no one else wishing to appear before the Council to give testimony, Mayor Adams declared the public hearing closed. 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 3 of 7 No action was held on the resolution as it will be considered by the Council at a future meeting. 6.Regular Agenda 6.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Moved by Council Member LaRoche and seconded by Council Member Dahl to approve the list of disbursements over $25,000. Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion carried. 6.2 The Council considered civil penalties for violation of liquor license regulations by Liquidator 3, Inc. d/b/a Liquor Liquidator 3 located at 5120 56th Ave. N. City Clerk Chrissy Serres addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Kolb to impose a penalty of $1,500 and three-day license suspension based on the staff report, including the findings contained therein, and the other information presented regarding the matter. Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion carried. 6.3 The Council considered civil penalties for violation of liquor license regulations by Kneadin’ Dough, Inc. d/b/a Broadway Bar & Pizza located at 5632 West Broadway. City Clerk Chrissy Serres addressed the Council. Broadway Bar & Pizza Vice President of Operations Brad O’Leary also addressed the Council. Moved by Council Member Budziszewski to impose a penalty of $750 and one-day license suspension, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. Motion failed for lack of a second. Moved by Council Member LaRoche and seconded by Council Member Dahl to impose a penalty of $750, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Dahl and LaRoche. Voting nay: Adams, Budziszewski and Kolb. Absent, not voting: Deshler and Parsons. Motion failed. 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 4 of 7 Moved by Council Member Kolb and seconded by Council Member Dahl to impose a penalty of $500, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Dahl, Kolb, LaRoche and Adams. Voting nay: Budziszewski. Absent, not voting: Deshler and Parsons. Motion carried. 6.4 The Council considered civil penalties for violation of liquor license regulations by Charles R. Knaeble VFW Post #494 located at 5222 56th Ave. N. City Clerk Chrissy Serres addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Kolb to impose a penalty of $500, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Dahl, Kolb, LaRoche and Adams. Voting nay: Budziszewski. Absent, not voting: Deshler and Parsons. Motion carried. 6.5 The Council considered civil penalties for violation of liquor license regulations by Northern Tier Retail, LLC d/b/a SuperAmerica #4052 located at 5359 West Broadway. City Clerk Chrissy Serres addressed the Council. SuperAmerica Operations Manager Chris Hopkins also addressed the Council. Moved by Council Member Kolb and seconded by Council Member LaRoche to impose a penalty of $500, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Kolb, LaRoche, Adams and Dahl. Voting nay: Budziszewski. Absent, not voting: Deshler and Parsons. Motion carried. 6.6 The Council considered civil penalties for violation of tobacco license regulations by Northern Tier Retail, LLC d/b/a SuperAmerica #4052 located at 5359 West Broadway. City Clerk Chrissy Serres addressed the Council. SuperAmerica Operations Manager Chris Hopkins also addressed the Council. Moved by Council Member Kolb and seconded by Mayor Adams to impose a penalty of $250, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Kolb and Adams. Voting nay: LaRoche, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion failed. 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 5 of 7 Moved by Council Member LaRoche and seconded by Council Member Kolb to impose a penalty of $400, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: LaRoche, Adams, Dahl and Kolb. Voting nay: Budziszewski. Absent, not voting: Deshler and Parsons. Motion carried. 6.7 The Council considered civil penalties for violation of tobacco license regulations by Supervalu, Inc. d/b/a Cub Foods located at 5301 36th Ave. N. City Clerk Chrissy Serres addressed the Council. Cub Foods Store Director John Lee also addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Kolb to impose a penalty of $400, based on the staff report, including the findings contained therein, and the other information presented regarding this matter. By roll call and voting aye: Adams, Dahl, Kolb and LaRoche. Voting nay: Budziszewski. Absent, not voting: Deshler and Parsons. Motion carried. 6.8 The Council considered approving the Adjacent Jurisdictions Review Draft of the Comprehensive Plan Update. City Planner Dan Olson addressed the Council. Moved by Council Member Budziszewski and seconded by Council Member Kolb to approve the Adjacent Jurisdictions Review Draft of the Comprehensive Plan Update. Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion carried. 6.9 The Council considered a resolution determining certain lands to be surplus and directing staff to proceed with preparations for sale. Community Development Director John Sutter addressed the Council. Stan Schneider of 3862 Maryland Ave. N. in New Hope and Joy Fruetel of 6501 Markwood Dr. N. in Crystal also addressed the Council. Moved by Council Member Kolb and seconded by Council Member LaRoche to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2018 – 71 DETERMINING CERTAIN LANDS TO BE SURPLUS AND INITIATING THE LAND SALE PROCESS 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 6 of 7 Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion carried, resolution declared adopted. 6.10 The Council considered the second reading of an ordinance amending Chapter 8 of the City Code and a resolution for summary publication. City Attorney Troy Gilchrist addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Budziszewski to adopt the following ordinance: ORDINANCE NO. 2018 – 03 AN ORDINANCE AMENDING CHAPTERS 8 AND 12, AND ESTABLISHING A NEW CHAPTER 21 OF THE CRYSTAL CITY CODE And further, that this is the second and final reading. Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler and Parsons. Motion carried. No action was held on the resolution as it will be considered by the Council at a future meeting. 6.11 The Council considered a resolution authorizing the purchase of lights for Welcome Park ballfield and hockey rink improvements. Recreation Director John Elholm addressed the Council. Moved by Council Member LaRoche and seconded by Council Member Budziszewski to adopt the following resolution, the reading of which was dispensed with by unanimous consent: RESOLUTION NO. 2018 – 72 APPROVING WELCOME PARK IMPROVEMENTS Voting aye: Kolb, LaRoche, Adams, Budziszewski and Dahl. Absent, not voting: Deshler 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 Dahl to adjourn the meeting. Motion carried. The meeting adjourned at 8:54 p.m. 4.1(a) Crystal City Council meeting minutes June 5, 2018 Page 7 of 7 __________________________________ Jim Adams, Mayor ATTEST: _________________________________________ Chrissy Serres, City Clerk 4.1(a) Crystal City Council work session minutes June 5, 2018 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 6:45 p.m. on June 5, 2018 in Conference Room A and the Council Chambers, 4141 Douglas Dr. N., Crystal, Minnesota. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for City Council members and staff: Council members present: LaRoche, Adams, Budziszewski and Dahl.Absent: Deshler, Kolb and Parsons. City staff present: Assistant City Manager/Human Resources Manager K. Therres, City Attorney T. Gilchrist, Police Chief S. Revering, Recreation Director J. Elholm and City Clerk C. Serres. II.Agenda The Council and staff discussed the following agenda items: 1.Constituent issues update. 2.New business. 3.Announcements. III.Adjournment The work session adjourned at 6:50 p.m. ________________________________ Jim Adams, Mayor ATTEST: Chrissy Serres, City Clerk 4.1(b) Page 1 of 1 City of Crystal Council Meeting June 19, 2018 Applications for City License Carnival with Games Mad Jax Amusements, Inc. dba Midwest Rides and Concessions for Crystal Frolics at Becker Park July 26 – 29, 2018 (contingent upon receipt of current state forms, certificate of insurance and electrical permit and inspection) Rental – Renewal 5701 Adair Ave. N. – JDA Group LLC 2950 Edgewood Ave. N. – Patricia Mattson (Conditional) 4219 Georgia Ave. N. – IH3 Minnesota LP (Conditional) 4819-4821 Idaho Ave. N. – Cliff & Sharon Hanson 5001 Jersey Ave. N. – IH2 Property Illinois, LP (Conditional) 4808 Maryland Ave. N. – Daniel & Kathy Wright (Conditional) 5625 Maryland Ave. N. – Douglas & Charlayne Heinzmann 3240-3246 Nevada Ave. N. – Gabe Richards 3401 Regent Ave. N. – Matthew Meyer 2971 Sumter Ave. N. – Steven A Johnson (Conditional) 3427 Utah Ave. N. – Jeffrey A Dehler 3633 Vera Cruz Ave. N. – Nelson Family FDN RE HLD LLC 3709 Vera Cruz Ave. N. – Nelson Family FDN RE HLD LLC 4730 Xenia Ave. N. – Ryan McArton 5540 Xenia Ave. N. – Harold Creek 4849 Yates Ave. N. – Ramiz Muratovic (Conditional) 6211 32nd Ave. N. – High Seng Chai/Xinyun Zhu 6402 36th Ave. N. – Stewart Nigg 6515 52nd Ave. N. – Raymond B Martin III & Lisa Martin (Conditional) 5127 53rd Ave. N. – Investors Capital (Conditional) Tree Trimmer Holtz Firewood & Tree Service, 11658 State Hwy 238, Royalton, MN 56373 4.2 CITY OF CRYSTAL RESOLUTION NO. 2018 - RESOLUTION ACCEPTING DONATIONS FROM DONATION BOXES AND VFW POST 494 WHEREAS, Minnesota Statute §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution; and WHEREAS, said donations must be accepted by a resolution adopted by the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crystal to accept the following donations: Donor Purpose Amount Donation boxes Crysta l Police K-9 Unit $242.66 VFW Post 494 Crystal American Little League $3,000 AND, BE IT FURTHER RESOLVED that the Crystal City Council sincerely thanks the above- named for their generous donations. Dated: June 19, 2018 By: __________________________ Jim Adams, Mayor ATTEST: ______________________________ Kim Therres, Assistant City Manager 4.3 _____________________________________________________________________ DATE: June 6, 2018 TO: Crystal City Council City Manager Anne Norris FROM: Administrative Services Coordinator Trudy Tassoni SUBJECT: Solicitor licenses for Window Concepts of Minnesota, Inc. Window Concepts of Minnesota, Inc., is requesting solicitor licenses for Rick Brambrink, Lori Northrop and Roxanne Seib to go door-to-door in Crystal through December 31, 2018, selling home improvement services. All three applicants passed a criminal history background check conducted by the Police Department. City Manager Anne Norris pre-approved these licenses on June 6, 2018. Council Action Requested As part of the Consent Agenda, approve the above-mentioned solicitor licenses. Their applications are available for review in the city clerk’s office. COUNCIL STAFF REPORT Consent Agenda: Solicitor Licenses June 19, 2018 Council Meeting 4.4 1 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2018 - RESOLUTION APPROVING SUMMARY LANGUAGE FOR PUBLICATION OF ORDINANCE NO. 2018 - 03 WHEREAS, the Crystal City Council adopted Ordinance No. 2018-03 “An Ordinance Amending Chapters 8 and 12, and Establishing a New Chapter 21 of the Crystal City Code Related to Disorderly Property” (the “Ordinance”) at its meeting held on June 5, 2018; and WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City Code indicate that ordinances approved by the City Council will be published in summary form and that the City Council is to approve the form of the summary. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the following summary language is hereby approved for publication of the Ordinance: CITY OF CRYSTAL ORDINANCE #2018 - 03 AN ORDINANCE AMENDING CHAPTERS 8 AND 12, AND ESTABLISHING A NEW CHAPTER 21 OF THE CRYSTAL CITY CODE SUMMARY OF ORDINANCE No. 2018-03 Ordinance No. 2018-03 has been approved by the city council on June 5, 2018. A printed copy of the full text of the ordinance is available for public inspection in the office of the city clerk. The ordinance amends Chapters VIII and XII, and establishes a new Chapter XXI of the Crystal City Code regarding the excavation and obstruction of City right-of-ways, regulations regarding parks, and indicating the City Council may authorize liquor within the City’s community center and during City festivals. The ordinance modifies the regulations and permitting procedures for those doing work in City right-of-ways, including work done by utility companies. The regulations regarding the City’s parks are moved to a new Chapter XXI and they have been updated and expanded to clarify the park rental and special event permitting requirements and procedures. The ordinance includes a provision to allow the delegation of authority from department heads to other City employees. BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of the following: 1.Publish the approved summary language once in the City’s official newspaper; 4.5 2 2. Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of the summary language in the City’s ordinance book; 3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk during the City’s regular business hours; 4. Incorporate the text of the Ordinance into the Crystal City Code; and 5. Post the updated Crystal City Code on the City’s website. Adopted this 19th day of June, 2018. BY THE CITY COUNCIL ______________________________ Jim Adams Mayor ATTEST: _______________________________ Kim Therres Assistant City Manager 4.5 4.6(a) 4.6(b) 4.6(c) 4.6(c) CITY OF CRYSTAL RESOLUTION NO. 2018 - ____ APPROVING LAWFUL GAMBLING AT BECKER PARK, 5501 DOUGLAS DR. N. JULY 26 - 29, 2018 WHEREAS, Minnesota Statutes Chapter 349 provides that organizations licensed by the Minnesota Gambling Control Board (Board) must also obtain from the Board a premises permit for the conduct of lawful gambling at a specific location. The Statute also provides that the premises permit will not be issued by the Board unless the organization submits a resolution of the City Council approving the premises permit; and WHEREAS, the Crystal Lions has submitted an application for an off-site gambling event to be held at Becker Park, 5501 Douglas Dr. N., in Crystal, Minnesota on July 26 - 29, 2018. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby approves such premises permit. BE IT FURTHER RESOLVED that the city clerk is authorized and directed to supply a certified copy of this resolution to the applicant listed above. Adopted by the Crystal City Council this 19th day of June, 2018. ________________________________ Jim Adams, Mayor ATTEST: _______________________________ Kim Therres, Assistant City Manager 4.6(c) DATE: June 14, 2018 TO: Anne Norris, City Manager City of Crystal City Council FROM: Jean McGann, Acting Finance Director RE:Expenditures over $25,000 Payee Amount PERA Employee and city required contributions for 6/1/2018 pay date $52,227.78 Ford of Hibbing Three new police squads $96,907.35 Metropolitan Council Environ Serv July waste water service costs $127,413.34 Rainbow, Inc.Pool structure painting $29,855.00 West Metro Fire and Rescue June fire budget allocations $95,305.71 IRS - EFTPS Federal & FICA withholding taxes for 6/1/2018 pay date $53,306.97 $455,016.15 Description G:\Brenda\Accts Payable\Check over $25,000\Checks over $25,000 Memo 6.1 ___________________________________________________________________ FROM: City Clerk Chrissy Serres ___________________________________________________________________ DATE: June 12, 2018 TO: Mayor and City Council City Manager Anne Norris RE: Consideration of a private kennel license at 4901 Vera Cruz Ave. N. Background Tracey and Mike Videen have applied for a private kennel license at 4901 Vera Cruz Ave. N. Animal Control Officer Tom Mahan conducted an inspection at the property and his findings are included in the attached report. Notice of the proposed kennel license and the June 19 City Council meeting was mailed to neighboring properties. To date staff has not received any comments regarding the proposed license. Requested Council action Staff recommends approval of the of the private kennel license for Tracey and Mike Videen at 4901 Vera Cruz Ave. N. COUNCIL STAFF REPORT Regular Agenda: June 19, 2018 Council Meeting Consideration of a private kennel license at 4901 Vera Cruz Ave. N. 6.2 6.2 _______________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris, City Manager (for June 19 City Council Meeting) DATE: June 14, 2018 RE: Consider adoption of a resolution approving a vacation of a portion of street easements A.BACKGROUND The City Council is being asked to adopt a resolution in attachment B to vacate a portion of city-owned street easements within the Colonial Acres subdivision. At the June 5, 2018 City Council meeting the Council held a public hearing on this proposal, but did not have four-fifths of the Council present to adopt the resolution, as required by state statute. Attachments: A.Location of properties B.Resolution B.PROPOSED EASEMENT VACATION Colonial Acres was platted in 1948 with two dead-end streets extending 366 feet north from 38th Avenue, including right-of-way for cul-de-sacs at each of these dead ends. Historic aerial photos show that these cul-de-sacs were never built and are unnecessary because the streets were continued north with subsequent plats. Four single-family homes were built in the 1950s adjacent to these platted cul-de-sacs without meeting the front setback requirement measured from the cul-de-sac right-of- way: - 3820 Georgia Avenue North - 3816 Georgia Avenue North - 3821 Hampshire Avenue North - 3817 Hampshire Avenue North To correct this error and also to reflect the actual roadway configuration, the city proposes to vacate the cul-de-sac portion of the right-of-way adjacent to these four properties. The illustration on the next page shows the areas to be vacated. No physical change to the street configuration is proposed. Staff collected an escrow from the property owner at 3820 Georgia Avenue North, Porter Million, to cover legal COUNCIL STAFF REPORT Vacate Street Easements 6.3 expenses related to the vacation request. Mr. Million is in the process of receiving building permit approval of a home addition that would not be possible if the easement was not vacated. Four additional properties are located on the cul-de-sac easements (see attachment A), but staff has been able to determine that the homes were built to meet the required front setback. Staff had previously determined that there is not a compelling reason to vacate those easements. These properties are: - 3817 Georgia Avenue North - 3821 Georgia Avenue North - 3816 Hampshire Avenue North - 3820 Hampshire Avenue North At the June 5, 2018 City Council meeting, Council expressed an interest in also vacating the easements for these four properties. The cost to complete this vacation request is estimated to be approximately $1,800. Staff request that Council provide direction if they would like the easements vacated according to the same public process followed in vacating the initial easements. If Council directs that these easements be vacated, staff will refund the entire escrow paid by Mr. Million so that all of the costs of both sets of vacations are paid by the city. C. REQUESTED ACTION City staff recommends that a portion of the street easements located at 3816 and 3820 Georgia Avenues North and at 3817 and 3821 Hampshire Avenues North be vacated. The following two motions are requested of City Council: 1. Motion to approve the proposed vacation resolution (attachment B). 2. If Council wishes that the easements at 3817 and 3821 Georgia and at 3816 and 3820 Hampshire Avenues also be vacated, motion to authorize staff to begin the vacation public process. 6.3 3816,20 Georgia & 3817,21 Hampshire 0 100 200 300 Feet Site Location Map N HWY 100 CR 10 CR 10 CR 102 CR 9 CR 8 CR 81 CR 70 CR 156 CR 102 CR 8 CR 156 CR 156 HWY 100 HWY 100 HWY 100 CR 81 CRYSTAL AIRPORT CRYSTAL AIRPORT ROBBINSDALEROBBINSDALE GOLDEN VALLEYGOLDEN VALLEY NEW HOPENEW HOPE BROOKLYN PARKBROOKLYN PARK BROOKLYN CENTERBROOKLYN CENTER CR 9 CR 10 Site Location H A M D A H O A V E N I D A H O C I R 39TH AVE E 38TH AVE I D A H O A V E N F L O R I D A G E O R G I A A V E N H A M P S H I R E A V E N 39103901 3909 75 3900 3900390139013900390039003901 39013896 38923874 38523839385338523853385238533852 3868 3878 3844 862 384538443845384538443844 3890 3833 3882 38363837 3886 38363837383638373836 38283829382938283828382938293828 382138203821382038213824 3818 6800 6808 6816 6824 900 3816381738163817 3808 3812 3812381338123813 3812 3811 6809 6817 6825 01 3808380938083809 3 6328 64126424 642838063804 6504 38053804 6500 6420 3801 6808 6816 6824 00 3801 33800380038013800 630 6317 6325 6401 6409 6417 6425 6501 6509 6517 3716 3715 6609 6617 6625 6701 6709 6717 6801 6809 6817 3732 631 6318 6326 6402 6410 6418 6426 6502 6510 6518 3702 3703 6610 6618 6626 6702 6710 6718 68026810 3722 3820 38123813 Aerial Image Hennepin County 2015 City of Crystal 4141 Douglas Drive N. Crystal, MN 55422 City of Crystal 4141 Douglas Drive N. Crystal, MN 55422 0 0.5 1 Miles Attachment A 6.3 1 525276v2 DTA CR205-30 ATTACHMENT B CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2018-_____ RESOLUTION VACATING PORTIONS OF CITY STREETS WITHIN THE COLONIAL ACRES SUBDIVISION WHEREAS, the City of Crystal (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, pursuant to Minn. Stat. § 412.851, the City scheduled a public hearing on June 5, 2018 to consider vacating two portions of platted streets that are legally described in the attached Exhibit A (the “Street Portions”); and WHEREAS, notice of the public hearing was posted, published in the City’s official newspaper, and mailed to any and all owners of affected properties, as required by state statute; and WHEREAS, on June 5, 2018, the City held the public hearing on the proposed vacation during which all interested parties were heard; and WHEREAS, the City has the authority, pursuant to Minn. Stat. § 412.851, to vacate city streets 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 Street Portions and that vacating said Street Portions is in the public interest. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The City hereby declares that the Street Portions legally described on Exhibit A attached hereto are vacated. 2. The City Clerk, or her designee, is hereby authorized and directed to prepare and present to the Hennepin County Auditor a notice that the City has completed these vacation proceedings and record said notice 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. 6.3 2 525276v2 DTA CR205-30 Adopted by the Crystal City Council this 19th day of June, 2018. ____________________________ Jim Adams, Mayor ATTEST: ___________________________ Kim Therres, Assistant City Manager 6.3 A-1 525276v2 DTA CR205-30 EXHIBIT A Legal Descriptions of Street Portions That part of Linden Street (now known as Georgia Avenue North) as dedicated in the plat of COLONIAL ACRES, Hennepin County, Minnesota which lies Easterly of a line drawn from the northwest corner of Lot 1, Block 2 of said COLONIAL ACRES to the southwest corner of Lot 2, Block 2 of said COLONIAL ACRES, and That part of Forest Street (now known as Hampshire Avenue North) as dedicated in the plat of COLONIAL ACRES, Hennepin County, Minnesota which lies Westerly of a line drawn from the northeast corner of Lot 1, Block 4 of said COLONIAL ACRES to the southeast corner of Lot 2, Block 4 of said COLONIAL ACRES. 6.3 5547 WEST BROADWAY AVENUE – SITE PLAN REVIEW APPLICATION PAGE 1 OF 3 _______________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Anne Norris (for June 19 Meeting) DATE: June 14, 2018 RE: Consider approval of a site plan review request from BFI Real Estate Holdings for a new Taco Bell restaurant at 5547 West Broadway Avenue A.BACKGROUND BFI Real Estate Holdings is proposing to purchase a parcel at 5547 West Broadway and construct a new Taco Bell restaurant on the 1.1 acre property. The property is zoned Commercial and restaurants are a permitted use within that zoning district. However the city’s unified development code (UDC) requires site plan review and approval for the improvements to the property. Notice of the June 11 public hearing was published in the Sun Post on May 31 and mailed to owners within 500 feet (see attachment A). To date staff has not received any comments on this proposal. Attachments: A.Site location map showing public hearing notification area B.Existing zoning map C.Photos of the property D.Site plan (15 sheets) E.Rendering of proposed building B.SITE PLAN REVIEW Property history – In 2016 Paster Properties, the owner of the Crystal Shopping Center, received approval from the City Council to subdivide the parcel from the Target property. At that time Paster also received site plan approval for a different commercial building and approval of a conditional use permit (CUP) for a drive-through facility. Since the applicant is proposing a building that is different in size and location to the 2016 approvals, the applicant is required to receive approval for this new site plan. Existing use – The property is currently used as a parking area for patrons of the Crystal Shopping Center and Target store. COUNCIL STAFF REPORT Site plan review for Taco Bell Restaurant 6.4 5547 WEST BROADWAY AVENUE – SITE PLAN REVIEW APPLICATION PAGE 2 OF 3 Proposed use - The applicable is proposing to construct a 2,700 square foot Taco Bell restaurant with a drive-through facility on the property. The following are the notable site plan elements:  Building setbacks. The proposed building meets setback requirements in the Commercial district. The building will be approximately 78 feet from the property line along West Broadway.  Parking. The site plan shows 48 parking spaces to serve the proposed building. The meets the parking space requirements in the Commercial district. The perimeter of the parking lot meets setbacks and the aisle and parking spaces meet the dimensional requirements of the UDC.  Stormwater management and erosion control measures. Since the applicant is reducing the amount of impervious surface on the property, a stormwater management plan is not required. The site plan includes such stormwater management techniques as sump catch basins and small stormwater trenches. During building construction, the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and erosion control blankets.  Access and circulation. The city’s Public Works Director and the West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks.  Building elevations. The proposed major exterior building material is “exterior insulation finishing system” (EIFS) with metal panel accents. These materials meet the city’s requirements. A color rending of the p roposed building is attachment D.  Landscaping. The landscape plan shows some existing trees preserved, and “princeton elm” and “thornless honeylocust” as new trees to be planted on the property. The applicant proposes to plant six varieties of shrubs .  Screening. Refuse collection will occur within the building so there is not a need for a dumpster enclosure on the property. The only ground mechanical equipment is a transformer that will be screened with landscaping.  Exterior Lighting. Two light poles will be removed and seven new poles will be installed. This lighting meets the city’s requirements.  Pedestrian connections. There is an existing sidewalk along West Broadway that allows for pedestrian connections to the new building. The applicant has added a pedestrian connection from this sidewalk to the proposed restaurant.  Signs – A monument sign is proposed along West Broadway. The applicant must receive sign permit approval before installing that sign, or any building signage.  Property cleanup – At one time this site contained a petroleum tank for a gas service station. This tank leaked causing soil contamination and Target Corporation worked with the Minnesota Pollution Control Agency (MPCA) to clean up the property. In 1996 MPCA determined that the site was adequately cleaned up but reserved the right to inspect the property and require further cleanup work if it was later determined to be necessary. Staff recommends a condition of approval that the applicants ensure the property has been cleaned up to MPCA’s standards before starting construction. C. Site plan review criteria The following are the relevant criteria for approval of site plans in city code section 510.17. 6.4 5547 WEST BROADWAY AVENUE – SITE PLAN REVIEW APPLICATION PAGE 3 OF 3 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 Target store at a distance of over 600’. The proposed restaurant is not e xpected 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 proposed restaurant will be adjacent to properties zoned and used for commercial purposes. 4. The site plan provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. Findings: The city’s Public Works Director and staff from the West Metro Fire Rescue District have reviewed the site’s traffic circulation plan a nd found it adequate to meet vehicle movement into and within the site, including fire trucks. An existing sidewalk along West Broadway provides pedestrian connections for the area. The applicant has added a pedestrian connection from this sidewalk to the proposed restaurant. D. REQUESTED ACTION At the June 11, 2018 Planning Commission meeting, the Commission recommended by a vote of seven to zero (two members were absent) that the City Council approve the site plan to allow a new Taco Bell restaurant at 5547 West Broadway Avenue with the following conditions: 1. Prior to the issuance of the building permit for the new building, the applicant will provide the Response Action Plan approval letter to the city from the Minnesota Pollution Control Agency (MPCA). 2. The development shall be constructed according to the site plan in attachment D. Prior to disturbing the site, the applicant shall sign a site improvement agreement with the city to guarantee installation of the landscaping plan. City Council motion to approve the site plan is requested. 6.4 ATTACHMENT A 6.4 58 0 0 5736 6 2 0 0 6 2 3 0 6 2 3 0 57 0 0 5 40 0 5 4 5430 54 5 0 5 53 0 5862 5854 5846 69 2 1 6 91 5 5825 5833 5839 5845 5851 67 1 5 6 72 1 67 2 7 67 3 3 6 8 0 9 68 1 5 58 52 5844 5838 5830 68 1 6 6 81 0 6728 67 2 0 6 71 4 5851 5845 5839 5833 70 1 1 70 0 1 70 0 0 70 1 0 5840 67 1 5 6 72 1 67 2 7 6 8 0 9 68 1 5 6 82 1 58 2 6 58 0 6 68 1 8 68 1 2 68 0 6 67 3 0 67 2 2 67 1 4 5801 5809 581758 2 7 6 91 1 6 9 1 9 5810 6922 69 1 6 6 90 8 69 0 2 5 8 0 1 5 7 7 3 5765 69 2 2 6 91 4 5826 5820 59 0 0 5 8 5 0 5 8 4 6 5 8 4 0 5 8 3 6 5 8 3 0 5 8 2 4 5 8 1 8 5 8 1 2 5 8 0 6 5 8 0 0 58 4 7 6 52 7 66 0 1 6 6 0 9 66 1 7 6 62 5 66 2 4 66 1 6 6 6 0 8 66 0 0 6 52 6 6 5 1 8 58 3 3 5 81 7 6 5 1 9 65 2 7 6 60 1 6 6 0 9 66 1 7 5 8 1 8 58 0 6 6 61 6 66 0 8 66 0 0 65 2 6 65 1 8 65 1 0 58 0 5 5 4 5 4 58 4 1 58 3 3 5 8 2 5 5 8 1 7 5 8 0 9 7 2 0 6 7 2 1 6 72 2 6 5816 5824 58 4 0 7215 71 2 5 5625 5748 5756 5764 5740 5732 5724 5716 5708 5700 5676 5668 5660 5652 5644 5765 5757 5749 5741 5733 5725 5717 5709 5701 5673 5665 5657 5649 5641 5633 72 0 0 5525 5519 5513 5507 5501 5443 5437 5431 5425 5419 5413 5407 54015400 5406 5412 5418 5424 5430 5436 5442 5500 5506 5512 5518 5524 5 6 4 4 5 7 5 6 5 7 6 4 5 7 4 8 5 7 4 0 5 7 3 2 5 7 2 4 5 7 1 6 5 7 0 8 5 7 0 0 5 6 6 0 5 6 5 2 64 2 7 6 50 3 65 1 1 65 1 9 65 2 7 66 0 1 66 0 9 66 1 7 66 2 5 66 2 4 66 1 6 66 0 8 66 0 0 65 2 6 65 1 8 65 1 0 65 0 2 64 2 8 64 1 8 5725 64 2 5 6 43 3 65 0 7 65 1 5 65 2 3 65 3 1 66 0 5 66 1 3 66 2 1 57 2 4 57 0 0 66 2 0 66 1 2 66 0 4 65 3 0 65 2 2 65 1 4 65 0 6 64 3 2 64 2 4 64 1 6 57 0 5 5655 64 0 5 6 41 3 64 2 1 64 2 9 65 0 1 65 0 9 65 1 7 65 2 5 65 3 3 56 5 6 56 4 0 65 3 2 65 2 4 65 1 6 65 0 8 65 0 0 64 2 8 64 2 0 64 1 2 64 0 4 63 2 4 56 4 3 6309 63 2 1 6 32 9 64 0 7 64 1 5 64 2 3 64 3 1 65 0 5 65 1 3 65 2 1 65 2 9 6600 65 1 8 6 51 4 65 1 2 64 3 8 64 2 8 64 1 8 64 2 2 64 0 8 64 0 6 6306 6404 5600 56 0 0 6316 5756 5701 67 1 2 6 72 0 5744 5732 68 2 0 6 81 2 68 0 4 67 0 6 67 0 4 67 0 1 67 0 9 67 1 7 67 2 5 68 0 9 57 14 5720 70 0 0 5701 57 3 7 5747 5725 571767 1 5 6 72 1 67 2 7 68 0 5 68 1 1 68 1 7 68 2 7 69 0 1 69 1 1 5762 5717 5707 5755 5751 7000 5629 57 0 1 7 00 0 68 3 0 5738 69 2 4 6 91 8 69 1 8 6800 5640 5 6 0 0 5702 68 0 1 6 91 0 5524 5518 5512 5506 5500 5442 5436 5430 5424 5418 5412 5406 5400 5413 5407 5401 54 4 0 54 2 0 5400 5415 5413 5407 54015400 5406 54125413 5407 54015400 5406 5412 5502 5 5 0 0 6315 55 0 1 5401 55 3 7 52065215 5325 5319 5313 5307 53015300 5306 5312 5318 5324 5330 53365337 5331 5325 5319 5313 5307 53015300 5306 5312 5318 5324 5330 53365335 5325 5319 5313 5307 53015300 5306 5312 5318 5328 5334 53 3 7 5224 5214 5215 5225 5220 5204 5205 5204 5205 5259 5260 5254 5249 5236 5242 5248 5261 5255 5249 5243 52375236 5242 5248 5254 52605261 5255 5249 5243 52375236 5242 5248 5254 52605261 5255 5249 5243 52375236 5242 5248 5254 5260 5301 5358 52 3 7 5 35 9 5335 5327 5319 5313 5307 53015300 5306 5312 5318 5324 5330 53365337 5331 5325 5319 5313 5307 53015300 5306 5312 5318 5324 5330 53365337 5331 5325 5319 5313 5307 53015300 5306 5312 5318 5324 5330 53365337 5331 5325 5319 5313 5307 5301 5228 5220 5221 5229 5228 5220 5221 5229 5228 5220 5221 5229 5224 5214 5215 5225 5261 5255 5249 5243 52375236 5242 5248 5254 52605261 5255 5249 5243 52375236 5242 5248 5254 52605261 5255 5249 5243 52375236 5242 5248 5254 52605261 5255 5249 5243 52375236 5242 5248 5254 5260 5342 5336 5330 5324 5318 5312 5306 5300 71 2 3 7123 5318 7122 71 2 2 7 12 3 52 3 7 53 4 0 52 4 0 71 2 2 5215 5225 5261 5255 5249 5243 5237 5343 5337 5331 5325 5319 5313 5307 5301 53 5 4 5 2 7 3 52 0 0 52 4 1 5 3 2 4 5 8 t h D o u g l a s W e s t B r o a d w a y K e n t u c k y I d a h o H a m p s h i r e Bass Lake 56th Bass Lake Ramp H a n s o n 57th 52nd C r y s t a l A i r p o r t 57th H a m p s h i r e Je r s e y 54th 53rd 59th M a r y l a n d Lo u i s i a n a M a r y l a n d 55th E l m h u r s t E d g e w o o d J e r s e y F l o r i d a G e o r g i a H a m p s h i r e I d a h o J e r s e y K e n t u c k y L o u is i a n a 56th Dudley M a r y l a n d 58th S h e r b u r n e Cloverdale 8 1 D o u g l a s K e n t u c k y Cloverdale Willow 8 1 Brentwood L a k e l a n d B N S F Becker 5901590059015900590159005901 5900652666026608661466205911 5756 5748 5740 5732 5724 5716 5708 5700 5656 5648 5640 5632 5624 5616 5608 5600 5525 5519 6402 6402 5524 5415 5547 519363336325520452055212521352125213 5233 52 12 5213 5205 5330 5324 5318 5312 5306 5300 5230 5224 5218 5212 5206 5200 5272 5316 5231 Bass Lake56th ® Overlay Districts Planned Development Overlay Floodplain Overlay City of Crystal Community Development Department 4141 Douglas Drive North, Crystal, MN 55422-1696 763-531-1142, www.crystalmn.gov Disclaim er: The Official Zoning Map is subject to change by action of the Crystal City Council. Any disagreement(s) or inconsistencies between this map and an ordinance adopted by the city council, the ordinance shall prevail. Official Zoning District Map, Crystal, Minnesota We the undersigned certify that this is the Official Zoning Map, adopted by Crystal City Council on MONTH DAY YEAR _____________ _____________________ Date Jim Adams, Mayor _____________ _____________________ Date Chrissy Serres, City Clerk Date: 5/21/2018 Site: 5547 West Broadway 0 0.1 0.20.05 Miles Zoning Class: Base Zoning Districts R1 Low Density Residential R2 Mediun Density Residential R3 High Density Residential Commercial District Industrial District Airport District ATTACHMENT B 6.4 AT T A C H M E N T C 6.4 6.4 6.4 6.4 6.4 X X AXXXX X X X AXXX X AXXX NAME Taco Bell EXPLORER LITE MEDIUM 40 5547 WEST BROADWAY CRYSTAL, MN 55428 TITLE SHEET G000 OWNER BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVENUE NORTH NEW HOPE, MN 55428 CONTACT: BARB SCHNEIDER PHONE: 763.489.2970 A NEW TACO BELL TO BE CONSTRUCTED ON A NEW SITE. THE INTERIOR DINING AREA WILL HAVE 40 SEATS. BUILDING WILL HAVE A DRIVE-THRU WINDOW. BUILDING AREA AND OCCUPANT LOAD: TYPE AREA FACTOR OCCUPANTS PUBLIC - DINING ROOM 467 N.S.F.1:15 SF 31 PUBLIC - CUSTOMER AREA 137 N.S.F.1:7 SF 20 KITCHEN - COMMERCIAL 1,062 G.S.F.1:200 SF 5 OFFICE 56 G.S.F.1:100 SF 1 VESTIBULE / PASSAGE 140 N.S.F. 0 0 COOLER / FREEZER 172 G.S.F. 0 0 RESTROOMS 139 G.S.F. 0 0 TRASH 347 G.S.F. 0 0 MISC.181 G.S.F. 0 0 TOTAL 2,701 G.S.F.57 DESCRIPTION OF PROJECT: LEGAL JURISDICTION: CITY OF CRYSTAL BUILDING CODE: 2015 MINNESOTA STATE BUILDING CODE (MSBC) BUILDING AREA:2701 S.F. SEATING: 40 OCCUPANCY: A-2 TYPE CONSTRUCTION: V-B 2015 MINNESOTA PLUMBING CODE (MPC) 2015 MINNESOTA MECHANICAL AND FUEL GAS CODES (MMFG) 2014 NATIONAL ELECTRIC CODE (NEC) 2015 MINNESOTA FIRE CODE (MFC) 2015 MINNESOTA ACCESSIBILITY CODE (MAC) 2015 MINNESOTA ENERGY CODE (MEC) REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS ROOM NAME SHEET NUMBER ELEVATION NUMBER CEILING HEIGHT SECTION NUMBER SECTION SHEET DETAIL NUMBER DETAIL SHEET REVISION NUMBER BLDG. HEIGHT REFERENCE POINT ELEV. LETTER ELEV. SHEET DOOR NUMBER WINDOW NUMBER / DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE NUMBER EQUIPMENT NUMBER ROOM FINISH NUMBER 1. SEE FULLERTON BUILDING SYSTEMS HOLD DOWN SCHEDULE. GENERAL CONTRACTOR (G.C.) TO PROVIDE AND PAY FOR ALL SPECIAL INSPECTIONS REQUIRED. 2. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF CRYSTAL, MN. 3. ALL ELEMENTS NECESSARY TO CREATE A LEGALLY OCCUPIABLE BUILDING SHALL BE PROVIDED. 4. G.C. TO PROVIDE AS-BUILT DOCUMENTS TO TENANT PRIOR TO PROJECT CLOSE OUT. 5. ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS ARE RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PER CODE. 6. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. 7. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE CONTRACTOR. 8. GENERAL CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ANY EXISTING STRUCTURES, SITE CONDITIONS, ETC. FOUND ON SITE AND TO COORDINATE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION FOR THE PROPER REMOVAL AND DISPOSAL OF EXISTING STRUCTURES, SITE CONDITIONS, ETC. SEE ALSO CIVIL DRAWINGS FOR GEOTECHNICAL REPORT. 9. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. 10. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY BORDER FOODS, IN WRITING, PRIOR TO INSTALLATION. 11. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. 12. G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. 13. IT IS THE G.C.'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE TENANT IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. 14. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTIONS OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. SEE ALSO STRUCTURAL DRAWINGS. 15. G.C. SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. 16. SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT, PLEASE ASK TENANT FOR A COPY OF APPLICABLE SECTION. 17. G.C. SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND E.I.F.S. WORK PERFORMED AT THE CONCLUSION OF THE PROJECT. FIRE SPRINKLER: FULLY SPRINKLED IN COMPLIANCE WITH CHAPT. 9 AND 2015 MN FIRE CODE NUMBER OF EXITS REQUIRED - DINING ROOM (TABLE 1015.1): 2 NUMBER OF PUBLIC ACCESSIBLE ENTRANCES / EXITS (1105.1): 2 REQUIRED ASSEMBLY AISLE WIDTH (1028.9.1 EXCEPTION 1):36" REQUIRED AISLE ACCESS WAY (LESS THAN 12 FEET LENGTH):12" PLUMBING FIXTURE REQUIREMENTS PER TABLE 2902.1 TOTAL OCCUPANTS = 57 (28.5 WOMEN / 28.5 MEN) CLASSIFICATION: ASSEMBLY (A-2) REQUIRED PROVIDED/EXISTING WOMEN MEN WOMEN MEN 0.38 0.38 1 1 0.142 0.142 1 1 1 1 WATER CLOSETS (1:75) LAVATORIES (1:200) SERVICE SINK DRINKING FOUNTAIN NOT REQUIRED: TABLE 2902.1 (i) ACCESSIBLE PARKING SPACES REQUIRED:2 (48 TOTAL SPACES ON SITE) TENANT BORDER FOODS, INC. 5425 BOONE AVENUE NORTH NEW HOPE, MN 55428 CONTACT: BARB SCHNEIDER PHONE: 763.489.2970 ARCHITECT FINN DANIELS ARCHITECTS 2145 FORD PARKWAY, SUITE 301 ST. PAUL, MN 55116 CONTACT: GREG DAHLING PHONE: 651.888.6884 CIVIL ENGINEER WESTWOOD PROFESSIONAL SERVICES, INC 12701 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 CONTACT: DANIEL PARKS PHONE: 952.906.7435 LANDSCAPE ARCHITECT CIVIL SITE GROUP, INC. 4931 W. 35TH STREET, SUITE 200 ST. LOUIS PARK, MN 55416 CONTACT: PATRICK SARVER PHONE: 952.250.2003 05 . 1 5 . 2 0 1 8 SI T E P L A N R E V I E W ISSUED FOR CITY PLANNING REVIEW ISSUED FOR BID / PERMIT / CONSTRUCTION ISSUED FOR PRELIMINARY REVIEW ISSUED FOR CONSTRUCTION WITH REVISED INFO ISSUED FOR BID X'-X" XX-X DIRECTION OF DETAIL X AXXX X X X X X-XXX X'-XX" ELEV. N 1. RECOMMENDED TO INSTALL PIPE BOLLARDS ADJACENT TO BUILDING AFTER FOUNDATION WORK COMPLETED, BUT PRIOR TO EXTERIOR BUILDING WALL PANEL INSTALLATION (TO AVOID DAMAGING EXTERIOR FINISH OF WALL PANELS). 2. POSSIBLE INFILL OF INTERIOR WALL PANEL SYSTEMS MAY BE NEEDED. INFILL WITH 2X FRAMING TO MATCH ADJACENT CONDITIONS AS NEEDED. - OPENING TO "OFFICE" TO BE 3'-0" AS NOTED ON PLANS (WALL PANEL MAY ARRIVE ON SITE WITH 3'-4" R.O. AS IF TO RECEIVE DOOR AND FRAME). -MAY BE MISCELLANEOUS ACCESS OPENINGS IN RESTROOM WALL PANELS FOR ACCESS ABOVE CEILING. INFILL AND FINISH OVER AS REQUIRED - NOT NEEDED (ONLY ACCESS OPENING REQUIRED IS AS NOTED ON PLANS FOR ACCESS FROM "DRY STORAGE" TO ABOVE "COOLER" - LOCATED ABOVE "COOLER" DOOR). 3. RECOMMENDED TO INSTALL ELECTRICAL WHIPS FOR EXTERIOR SIGNS ON TOWER ELEMENT IMMEDIATELY FOLLOWING WALL PANEL INSTALL - PRIOR TO GYP. BD. INSTALL AT INTERIOR (VERY DIFFICULT ACCESS TO WALL CAVITY AFTER GYP. BD. INSTALL). PROJECT GENERAL NOTES CONSTRUCTION TIPS VICINITY MAP GENERAL DRAWING SYMBOLS PROJECT DIRECTORY SHEET INDEX PROJECT SUMMARY SITE 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN G000 TITLE SHEET GENERAL PROJECT INFORMATION CIVIL LANDSCAPE ARCHITECTURAL A100 SITE DETAILS A101 SITE DETAILS A200 FLOOR PLAN A300 EXTERIOR ELEVATIONS A301 EXTERIOR ELEVATIONS A102 SITE LIGHTING PHOTOMETRIC L1.0 LANDSCAPE PLAN 1 COVER SHEET 2 EXISTING CONDITIONS AND REMOVALS PLAN 3 CIVIL SITE PLAN 4 GRADING AND EROSION CONTROL PLAN 5 UTILITY PLAN 6 DETAILS 7 DETAILS ATTACHMENT D 6.4 C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: SITE I M P R O V E M E N T P L A N S T A C O B E L L , C R Y S T A L C R Y S T A L , M N P R E P A R E D F O R : B O R D E R F O O D S , I N C . 5 4 2 4 B O O N E A V E N U E N N E W H O P E , M N 5 5 4 2 8 C O N T A C T : B A R B S C H N E I D E R P H O N E : 7 6 3 - 4 8 9 - 2 9 7 0 E M A I L : B S C H N E I D E R @ B O R D E R F O O D S . C O M V i c i n i t y M a p ( N O T T O S C A L E ) 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 TACO BELL, CRYSTAL 1 CRYSTAL, MN TACO BELL, CRYSTALCOVER SHEET 1891905/15/18 DANIEL PARKS 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. . . . 05/15/18 N O T F O R C O N S T R U C T I O N S I T E S h e e t L i s t T a b l e S h e e t N u m b e r S h e e t T i t l e 1 C o v e r S h e e t 2 E x i s t i n g C o n d i t i o n s & R e m o v a l s P l a n 3 C i v i l S i t e P l a n 4 G r a d i n g & E r o s i o n C o n t r o l P l a n 5 U t i l i t y P l a n 6 D e t a i l s 7 D e t a i l s 6 . 4 C B M H R i m E l e v = 8 7 2 . 9 8 I n v S E 1 0 " = 8 6 9 . 3 1 I n v W 1 0 " = 8 6 9 . 2 8 C B M H R i m E l e v = 8 7 3 . 3 3 I n v E 1 0 " = 8 6 9 . 1 0 I n v N W 1 0 " = 8 6 8 . 8 2 SNMHRim Elev = 875.97Inv NE = 869.84Inv SW = 869.82 C B M H R i m E l e v = 8 7 2 . 1 7 I n v N E 1 0 " = 8 6 8 . 3 9 I n v S 1 0 " = 8 6 8 . 5 2 C B R i m E l e v = 8 7 1 . 7 8 I n v S 1 0 " = 8 6 8 . 8 3 I n v S W 1 2 " = 8 6 7 . 6 9 I n v N 1 8 " = 8 6 7 . 6 9 C B M H R i m E l e v = 8 7 1 . 7 5 I n v N 1 0 " = 8 6 8 . 7 5 I n v N E 1 0 " = 8 6 8 . 7 0 M W C S H H H H H H H H SHHG T T E EE EE E T W B R O A D W A Y A V E N U E PRIVATE DRIVE T A R G E T P A R K I N G L O T 6 " S A N . S W R . 8" WATER MAIN X X X X X X X R E M O V E B I T U M I N O U S P A V E M E N T ( T Y P . ) S A W C U T L I N E ( T Y P . ) 1 0 ' 2 0 ' 4 0 ' 6 0 ' N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210RM01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 2 CRYSTAL, MN TACO BELL, CRYSTAL EXISTING CONDITIONS & REMOVALS PLAN 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. . . . 05/15/18 . . . . . . . . . . S O I L B O R I N G P I E Z O M E T E R F L O O D / Y A R D L I G H T T E L E P H O N E M A N H O L E P O S T I N D I C A T O R V A L V E P T W W S W H H T S T T G U Y W I R E F L A R E D E N D S E C T I O N S A N I T A R Y M A N H O L E B E E H I V E C A T C H B A S I N C A T C H B A S I N C O S E E E E L E C T R I C M A N H O L E E L E C T R I C T O W E R S E W E R C L E A N O U T P O W E R P O L E E L E C T R I C B O X E L E C T R I C M E T E R S I G N - T R A F F I C / O T H E R S I G N - T R A F F I C / O T H E R H A N D I C A P P E D S T A L L T V M W M A I L G M O N I T O R I N G W E L L C A B L E T V B O X G A S M E T E R S T R E E T L I T E M A I L B O X P E R C T E S T W E T L A N D S T E E L / W O O D P O S T B U S H / S H R U B C O N I F E R O U S T R E E D E C I D U O U S T R E E P O W E R O V E R H E A D T E L E P H O N E U N D E R G R O U N D T E L E P H O N E O V E R H E A D P O W E R U N D E R G R O U N D W A T E R M A I N F E N C E L I N E S A N I T A R Y S E W E R S T O R M S E W E R T R A F F I C C O N T R O L B O X G A T E V A L V E W A T E R M A N H O L E G A S L I N E C A B L E T E L E V I S I O N L I N E W E L L C U R B S T O P B O X H Y D R A N T W A T E R M E T E R H A N D H O L E T R A F F I C L I G H T S T O R M M A N H O L E T E L E P H O N E B O X T E L E P H O N E M A N H O L E T R E E S T U M P E X I S T I N G C O N D I T I O N S L E G E N D P R O P E R T Y L I N E C U R B & G U T T E R S A W C U T P A V E M E N T S A N I T A R Y S E W E R W A T E R M A I N S T O R M S E W E R s C O N C R E T E B I T U M I N O U S B U I L D I N G T R E E L I G H T P O L E T R A F F I C S I G N E X I S T I N G P R O P O S E D s C O N S T R U C T I O N B A R R I C A D E X * X H Y D R A N T G A S U N D E R G R O U N D E L E C T R I C U N D E R G R O U N D T E L E P H O N E O V E R H E A D E L E C T R I C O V E R H E A D T E L E P H O N E T E L E P H O N E F I B E R O P T I C C A B L E T E L E V I S I O N R E T A I N I N G W A L L F E N C E S B - 1 9 S O I L B O R I N G L O C A T I O N S B - 1 9 T R E E L I N E X X X E X I S T I N G R E M O V A L S R E M O V A L L E G E N D 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTES C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: 1. LOCATE, MARK, AND PROTECT EXISTING UTILITI E S D U R I N G W A T E R M A I N C O N S T R U C T I O N . REMOVAL KEYNOTES1 DANIEL PARKS 6 . 4 T O N L Y T H R U D R I V E ENTER DO NOT S T O P M W C S H H H H H H H H SHHG T T E EE EE T 1 1 2 3 5 11 6 1 5 8 ' 8 ' 8 ' 9 ' 1 8 ' 18' 24' 2 5 ' 9 ' 18' 11' 2 4' R 3 ' R 5 ' R20' R 1 0 ' R 1 0' R 1 0 ' R 3 . 5 ' R3'R10'R15'R10'R30'R25'R5'R5' R3' R10' R 1 0 ' R10' R 1 0 ' R 2 5 ' R 5' 1 1 5 T A C O B E L L 2 , 7 0 1 S F F F E = 8 7 4 . 5 0 1 9 9 8 8 26 2 6 1 3 5'PARKINGSETBACK 10'BUILDINGSETBACK 5 ' P A R K I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 1 2 1 2 1 2 1 2 12 12 12 12 1 2 1 6 1 6 16 27 1 7 17 17 1 7 1 7 1 7 1 1 1 1 1 11 1 1 1 7 1 8 1 8 2 0 1818 2 0 2 1 2 1 2 3 2 2 22 22 2 2 2 2 2 2 2 2 2 5 23 PROPOSED STALLS F O R T A R G E T P A R K I N G . 21 EXISTING STALLS F O R T A R G E T P A R K I N G . 28 2 8 2 8 28 2 8 2 7 3 3 2 8 3 1 3 2 3 0 28 32298824' 2 4' 1 8' 7'6.5' 6.5' 7 ' 6 ' 12' 5.8' 2 4 2 2 2 6 1 4 27.4' 9 5 ' 2 7 3 3 3 3 R 5 1 ' 9 1 0 3 4 1 1 0 ' N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210SP01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 3 CRYSTAL, MN TACO BELL, CRYSTALCIVIL SITE PLAN 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. . . . 05/15/18 .. . .. .. . .. P R O P E R T Y L I N E S E T B A C K L I N E E A S E M E N T L I N E C U R B A N D G U T T E R L O T L I N E R E T A I N I N G W A L L C O N C R E T E P A V E M E N T N U M B E R O F P A R K I N G S T A L L S 6 8 T T R A N S F O R M E R S I T E L I G H T I N G E X I S T I N G P R O P O S E D F E N C E H E A V Y D U T Y B I T U M I N O U S P A V E M E N T S T A N D A R D D U T Y B I T U M I N O U S P A V E M E N T T R A F F I C S I G N P O W E R P O L E B O L L A R D / P O S T T I P - O U T C U R B A N D G U T T E R 1 B612 CURB AND GUTTER2 B612 TIPOUT CURB AND GUTTER3 FLUSH CURB WITH 4' TRANSITIONS5 INTEGRAL CURB AND WALK8 STANDARD DUTY CONCRETE9 PRIVATE PEDESTRIAN CURB RAMP10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP11 CROSS WALK STRIPING12 MATCH EXISTING CURB & GUTTER13 PAINTED TRAFFIC ARROW14 PAINT 24" WIDE SOLID STRIPE15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING16 STANDARD DUTY BITUMINOUS PAVEMENT17 MATCH EXISTING BITUMINOUS PAVEMENT WITH SAWCUT18 BOLLARD19 BOLLARD SIGN - HANDICAP SIGN (12"X18")20 BOLLARD SIGN - STOP (30"X30")21 BOLLARD SIGN - DO NOT ENTER (36"X12")22 LIGHT POLE (SEE LIGHTING PLAN)23 TRANSFORMER PAD24 BIKE RACK25 BITUMINOUS RAMP TO TRASH ENCLOSURE26 PAINT 24" HIGH LETTERS27 HEAVY DUTY CONCRETE28 LANDSCAPE AREA29 OVERHEAD CLEARANCE BAR30 MENU BOARD AND ORDERING STATION31 MONUMENT SIGN32 YELLOW DIAGONAL STRIPING33 WASTE RECEPTACLES34 MATCH EXISTING CONCRETE PAVEMENT E X I S T I N G Z O N I N G : C , C O M M E R C I A L D I S T R I C T P A R C E L D E S C R I P T I O N : L O T 2 , B L O C K 1 , C A R D I N A L C O U R T 2 N D A D D I T I O N P R O P E R T Y A R E A : 4 7 , 9 2 0 S F ( 1 . 1 0 A C ) E X I S T I N G C O N D I T I O N S : x P E R V I O U S S U R F A C E : 6 , 0 0 6 S F ( 1 2 . 5 % ) x I M P E R V I O U S S U R F A C E : 4 1 , 9 1 4 S F ( 8 7 . 5 % ) P R O P O S E D C O N D I T I O N S : x P E R V I O U S S U R F A C E : 1 4 , 3 5 1 S F ( 2 9 . 9 % ) x I M P E R V I O U S S U R F A C E : 3 3 , 5 6 9 S F ( 7 0 . 1 % ) B U I L D I N G G R O S S S I Z E : 2 , 7 0 1 S F B U I L D I N G S E T B A C K P E R C O D E : 3 0 ' = F R O N T 3 0 ' = S I D E / 3 0 ' = S I D E T O R O W 1 0 ' = R E A R P A R K I N G S E T B A C K : 5 ' = F R O N T A N D R O W 5 ' = S I D E A N D R E A R P A R K I N G S P A C E / D R I V E A I S L E : 9 ' W I D E X 1 8 ' L O N G , 2 4 ' A I S L E P A R K I N G R A T I O R E Q U I R E M E N T C I T Y O F C R Y S T A L R E S T A U R A N T S A N D B A R S : M I N . = 4 S P A C E S + 1 S P A C E / 1 0 0 S F O F B L D G M A X . = 4 S P A C E S + 1 S P A C E / 5 0 S F O F B L D G T O T A L S P A C E S R E Q U I R E D : 3 1 - 5 8 S P A C E S P A R K I N G P R O V I D E D : 4 8 S P A C E S S I T E L E G E N D SITE DETAILS S I T E D E V E L O P M E N T S U M M A R Y 1. BACKGROUND INFORMATION FOR THIS P R O J E C T P R O V I D E D B Y W E S T W O O D P R O F E S S I O N A L SERVICES, MINNETONKA, MINNESOTA, FALL 2 0 1 5 . 2. LOCATIONS AND ELEVATIONS OF EXISTIN G T O P O G R A P H Y A N D U T I L I T I E S A S S H O W N O N T H I S PLAN ARE APPROXIMATE. CONTRACTOR S H A L L F I E L D V E R I F Y S I T E C O N D I T I O N S A N D U T I L I T Y LOCATIONS PRIOR TO EXCAVATION/CONSTRU C T I O N . I F A N Y D I S C R E P A N C I E S A R E F O U N D , T H E ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT B E A R I N G S , D I M E N S I O N S A N D A R E A S . 4. ALL DIMENSIONS ARE TO FACE OF CU R B O R E X T E R I O R F A C E O F B U I L D I N G U N L E S S O T H E R W I S E NOTED.5. REFER TO ARCHITECTURAL PLANS FOR EX A C T B U I L D I N G D I M E N S I O N S A N D L O C A T I O N S O F E X I T S , RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII SHALL BE 3.0 FEET ( T O F A C E O F C U R B ) U N L E S S O T H E R W I S E N O T E D . 7 . A L L C U R B A N D G U T T E R S H A L L B E B 6 1 2 U N L E S S O T H E R W I S E N O T E D . 8 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A N D M A I N T A I N I N G T R A F F I C C O N T R O L D E V I C E S S U C H A S B A R R I C A D E S , W A R N I N G S I G N S , D I R E C T I O N A L S I G N S , F L A G G E R S A N D L I G H T S T O C O N T R O L T H E M O V E M E N T O F T R A F F I C W H E R E N E C E S S A R Y . P L A C E M E N T O F T H E S E D E V I C E S S H A L L B E A P P R O V E D B Y T H E C I T Y A N D E N G I N E E R P R I O R T O P L A C E M E N T . T R A F F I C C O N T R O L D E V I C E S S H A L L C O N F O R M T O A P P R O P R I A T E M N D O T S T A N D A R D S . 9 . B I T U M I N O U S P A V E M E N T A N D C O N C R E T E S E C T I O N S T O B E I N A C C O R D A N C E W I T H T H E R E C O M M E N D A T I O N S O F T H E G E O T E C H N I C A L E N G I N E E R . 1 0 . C O N T R A C T O R S H A L L M A I N T A I N F U L L A C C E S S T O A D J A C E N T P R O P E R T I E S D U R I N G C O N S T R U C T I O N A N D T A K E A L L P R E C A U T I O N S N E C E S S A R Y T O A V O I D P R O P E R T Y D A M A G E T O A D J A C E N T P R O P E R T I E S . 1 1 . S I T E L I G H T I N G S H O W N O N P L A N I S F O R R E F E R E N C E O N L Y . R E F E R T O L I G H T I N G P L A N P R E P A R E D B Y O T H E R S F O R S I T E L I G H T I N G D E T A I L S A N D P H O T O M E T R I C S . GENERAL SITE NOTES C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: 2 0 ' 4 0 ' 6 0 ' H E A V Y D U T Y C O N C R E T E P A V E M E N T 1 DANIEL PARKS 6 . 4 M W C S H H H H H H H H SHHG T T E EE EE T 6 " S A N . S W R. T O N L Y T H R U D R I V E ENTER DO NOT S T O P F F E = 8 7 4 . 5 0 0 ' 2 0 ' 4 0 ' 6 0 ' N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210GD01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 4 CRYSTAL, MN TACO BELL, CRYSTAL GRADING & EROSION CONTROL PLAN 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. . . . 05/15/18 .. . .. . . . .. C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: PROPERTY LINE982980POND NORMAL WATER LEVELTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSOIL BORING LOCATION STORM SEWERDRAIN TILE WATER MAINSANITARY SEWER EXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982 980SPOT ELEVATIONFLOW DIRECTION RETAINING WALLGRADING LIMITS CURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND 1 . L O C A T I O N S A N D E L E V A T I O N S O F E X I S T I N G T O P O G R A P H Y A N D U T I L I T I E S A S S H O W N O N T H I S P L A N A R E A P P R O X I M A T E . C O N T R A C T O R S H A L L F I E L D V E R I F Y S I T E C O N D I T I O N S A N D U T I L I T Y L O C A T I O N S P R I O R T O E X C A V A T I O N / C O N S T R U C T I O N . T H E E N G I N E E R S H A L L B E N O T I F I E D I M M E D I A T E L Y I F A N Y D I S C R E P A N C I E S A R E F O U N D . 2 . C O N T R A C T O R S S H A L L R E F E R T O A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N S A N D D I M E N S I O N S O F V E S T I B U L E , S L O P E D P A V E M E N T , E X I T P O R C H E S , R A M P S , T R U C K D O C K S , P R E C I S E B U I L D I N G D I M E N S I O N S , E X A C T B U I L D I N G U T I L I T Y E N T R A N C E L O C A T I O N S , A N D E X A C T L O C A T I O N S A N D N U M B E R O F D O W N S P O U T S . 3 . A L L E X C A V A T I O N S H A L L B E I N A C C O R D A N C E W I T H T H E C U R R E N T E D I T I O N O F " S T A N D A R D S P E C I F I C A T I O N S F O R T R E N C H E X C A V A T I O N A N D B A C K F I L L / S U R F A C E R E S T O R A T I O N " A S P R E P A R E D B Y T H E C I T Y E N G I N E E R S A S S O C I A T I O N O F M I N N E S O T A . 4 . A L L D I S T U R B E D U N P A V E D A R E A S A R E T O R E C E I V E F O U R I N C H E S O F T O P S O I L A N D S O D O R S E E D . T H E S E A R E A S S H A L L B E W A T E R E D U N T I L A H E A L T H Y S T A N D O F G R A S S I S O B T A I N E D . S E E L A N D S C A P E P L A N F O R P L A N T I N G A N D T U R F E S T A B L I S H M E N T . 5 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A N D M A I N T A I N I N G T R A F F I C C O N T R O L D E V I C E S S U C H A S B A R R I C A D E S , W A R N I N G S I G N S , D I R E C T I O N A L S I G N S , F L A G M E N A N D L I G H T S T O C O N T R O L T H E M O V E M E N T O F T R A F F I C W H E R E N E C E S S A R Y . P L A C E M E N T O F T H E S E D E V I C E S S H A L L B E A P P R O V E D B Y T H E E N G I N E E R P R I O R T O P L A C E M E N T . T R A F F I C C O N T R O L D E V I C E S S H A L L C O N F O R M T O A P P R O P R I A T E M N D O T S T A N D A R D S . 6 . A L L S L O P E S S H A L L B E G R A D E D T O 3 : 1 O R F L A T T E R , U N L E S S O T H E R W I S E I N D I C A T E D O N T H I S S H E E T . 7 . C O N T R A C T O R S H A L L U N I F O R M L Y G R A D E A R E A S W I T H I N L I M I T S O F G R A D I N G A N D P R O V I D E A S M O O T H F I N I S H E D S U R F A C E W I T H U N I F O R M S L O P E S B E T W E E N P O I N T S W H E R E E L E V A T I O N S A R E S H O W N O R B E T W E E N S U C H P O I N T S A N D E X I S T I N G G R A D E S . 8 . S P O T E L E V A T I O N S S H O W N I N D I C A T E F I N I S H E D P A V E M E N T E L E V A T I O N S & G U T T E R F L O W L I N E U N L E S S O T H E R W I S E N O T E D . P R O P O S E D C O N T O U R S A R E T O F I N I S H E D S U R F A C E G R A D E . 9 . S E E S O I L S R E P O R T F O R P A V E M E N T T H I C K N E S S E S A N D H O L D D O W N S . 1 0 . C O N T R A C T O R S H A L L D I S P O S E O F A N Y E X C E S S S O I L M A T E R I A L T H A T E X I S T S A F T E R T H E S I T E G R A D I N G A N D U T I L I T Y C O N S T R U C T I O N I S C O M P L E T E D . T H E C O N T R A C T O R S H A L L D I S P O S E O F A L L E X C E S S S O I L M A T E R I A L I N A M A N N E R A C C E P T A B L E T O T H E O W N E R A N D T H E R E G U L A T I N G A G E N C I E S . 1 1 . A L L C O N S T R U C T I O N S H A L L C O N F O R M T O L O C A L , S T A T E A N D F E D E R A L R U L E S I N C L U D I N G T H E N A T I O N A L P O L L U T A N T D I S C H A R G E E L I M I N A T I O N S Y S T E M ( N P D E S ) P E R M I T R E Q U I R E M E N T S . 1 2 . P R I O R T O P L A C E M E N T O F A N Y S T R U C T U R E O R P A V E M E N T , A P R O O F R O L L , A T M I N I M U M , W I L L B E R E Q U I R E D O N T H E S U B G R A D E . P R O O F R O L L I N G S H A L L B E A C C O M P L I S H E D B Y M A K I N G M I N I M U M O F 2 C O M P L E T E P A S S E S W I T H F U L L Y - L O A D E D T A N D E M - A X L E D U M P T R U C K , O R A P P R O V E D E Q U A L , I N E A C H O F 2 P E R P E N D I C U L A R D I R E C T I O N S W H I L E U N D E R S U P E R V I S I O N A N D D I R E C T I O N O F T H E I N D E P E N D E N T T E S T I N G L A B O R A T O R Y . A R E A S O F F A I L U R E S H A L L B E E X C A V A T E D A N D R E - C O M P A C T E D A S S P E C I F I E D H E R E I N . 1 3 . E M B A N K M E N T M A T E R I A L P L A C E D B E N E A T H B U I L D I N G S A N D S T R E E T O R P A R K I N G A R E A S S H A L L B E C O M P A C T E D I N A C C O R D A N C E W I T H T H E S P E C I F I E D D E N S I T Y M E T H O D A S O U T L I N E D I N M N D O T 2 1 0 5 . 3 F 1 A N D T H E R E Q U I R E M E N T S O F T H E G E O T E C H N I C A L E N G I N E E R . 1 4 . E M B A N K M E N T M A T E R I A L N O T P L A C E D I N T H E B U I L D I N G P A D , S T R E E T S O R P A R K I N G A R E A , S H A L L B E C O M P A C T E D I N A C C O R D A N C E W I T H R E Q U I R E M E N T S O F T H E O R D I N A R Y C O M P A C T I O N M E T H O D A S O U T L I N E D I N M N D O T 2 1 0 5 . 3 F 2 . 1 5 . A L L S O I L S A N D M A T E R I A L S T E S T I N G S H A L L B E C O M P L E T E D B Y A N I N D E P E N D E N T G E O T E C H N I C A L E N G I N E E R . E X C A V A T I O N F O R T H E P U R P O S E O F R E M O V I N G U N S T A B L E O R U N S U I T A B L E S O I L S S H A L L B E C O M P L E T E D A S R E Q U I R E D B Y T H E G E O T E C H N I C A L E N G I N E E R . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O O R D I N A T I N G A L L R E Q U I R E D S O I L S T E S T S A N D I N S P E C T I O N S W I T H T H E G E O T E C H N I C A L E N G I N E E R . G R A D I N G N O T E S 91.0091.001.50%E.O.F.91.00 T=98.0B=87.6 ROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTION1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESEPLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALLBE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINEDAND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWAREOF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THECITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALLSILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THEEROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROLBLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OFTHE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSIONAND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY ANDIMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALLBE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSEOF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO T H E S I T E M U S T B E P R O V I D E D A C C O R D I N G T O D E T A I L S T O R E D U C E T R A C K I N G O F D I R T O N T O P U B L I C S T R E E T S . 5. PROPOSED P O N D S S H A L L B E E X C A V A T E D F I R S T A N D U S E D A S T E M P O R A R Y P O N D I N G D U R I N G C O N S T R U C T I O N . 6. ALL UNPAVE D A R E A S A L T E R E D D U E T O C O N S T R U C T I O N A C T I V I T I E S M U S T B E R E S T O R E D W I T H S E E D A N D M U L C H , S O D , E R O S I O N C O N T R O L BLANKET OR B E H A R D S U R F A C E W I T H I N 2 W E E K S O F C O M P L E T I O N O F C O N S T R U C T I O N . 7. THE SITE M U S T B E S T A B I L I Z E D P E R T H E R E Q U I R E M E N T S O F T H E M P C A , N P D E S , M N D O T , A N D C I T Y . A. TEMPORA R Y ( G R E A T E R T H A N 1 - Y E A R ) S E E D S H A L L B E M N D O T S E E D M I X 2 2 - 1 1 1 A T 3 0 . 5 - P O U N D S P E R A C R E . B. TEMPORA R Y ( L E S S T H A N 1 - Y E A R ) S E E D S H A L L B E M N D O T S E E D M I X 2 1 - 1 1 2 ( F A L L ) O R 2 1 - 1 1 1 ( S P R I N G / S U M M E R ) A T 1 0 0 - P O U N D S P E R ACREC. POND SL O P E S S H A L L B E M N D O T S E E D M I X 3 3 - 2 6 1 A T 3 5 - P O U N D S P E R A C R E . D. GENERAL S E E D I N G S H A L L B E M N D O T S E E D M I X 2 5 - 1 5 1 A T 7 0 - P O U N D S P E R A C R E . E. MULCH S H A L L B E M N D O T T Y P E 1 A P P L I E D A T 2 - T O N S P E R A C R E . 9. FOR AREAS W I T H S L O P E O F 3 : 1 O R G R E A T E R , R E S T O R A T I O N W I T H S O D O R E R O S I O N C O N T R O L B L A N K E T I S R E Q U I R E D . 1 0 . A L L T E M P O R A R Y S T O C K P I L E S M U S T H A V E S I L T F E N C E I N S T A L L E D A R O U N D T H E M T O T R A P S E D I M E N T . 1 1 . A L L P E R M A N E N T P O N D S U S E D A S T E M P O R A R Y S E D I M E N T B A S I N S D U R I N G C O N S T R U C T I O N S H A L L B E D R E D G E D A F T E R T H E S I T E H A S B E E N S T A B I L I Z E D T O R E S T O R E T H E P O N D T O T H E P R O P O S E D B O T T O M E L E V A T I O N . 1 2 . A L L C O N S T R U C T I O N S H A L L C O N F O R M T O L O C A L A N D S T A T E R U L E S I N C L U D I N G T H E N A T I O N A L P O L L U T A N T D I S C H A R G E E L I M I N A T I O N S Y S T E M ( N P D E S ) P E R M I T R E Q U I R E M E N T S . 1 3 . T H E S I T E M U S T B E K E P T I N A W E L L - D R A I N E D C O N D I T I O N A T A L L T I M E S . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T E M P O R A R Y D I T C H E S , P I P I N G O R O T H E R M E A N S R E Q U I R E D T O I N S U R E P R O P E R D R A I N A G E D U R I N G C O N S T R U C T I O N . L O W P O I N T S I N R O A D W A Y S O R B U I L D I N G P A D S M U S T B E P R O V I D E D W I T H A P O S I T I V E O U T F L O W . 1 4 . P U B L I C S T R E E T S U S E D F O R H A U L I N G S H A L L B E K E P T F R E E O F S O I L A N D D E B R I S . S T R E E T S W E E P I N G S H A L L B E C O N C U R R E N T W I T H S I T E W O R K . GENERAL EROSION CONTROL NOTES MUD MATS DANIEL PARKS 6 . 4 T ONLY THRU DRIVE ENTER DO NOT S T O P C B M H R i m E l e v = 8 7 2 . 9 8 I n v S E 1 0 " = 8 6 9 . 3 1 I n v W 1 0 " = 8 6 9 . 2 8 SNMHRim Elev = 875.97Inv NE = 869.84Inv SW = 869.82 C B M H R i m E l e v = 8 7 2 . 1 7 I n v N E 1 0 " = 8 6 8 . 3 9 I n v S 1 0 " = 8 6 8 . 5 2 C B R i m E l e v = 8 7 1 . 7 8 I n v S 1 0 " = 8 6 8 . 8 3 I n v S W 1 2 " = 8 6 7 . 6 9 I n v N 1 8 " = 8 6 7 . 6 9 C B M H R i m E l e v = 8 7 1 . 7 5 I n v N 1 0 " = 8 6 8 . 7 5 I n v N E 1 0 " = 8 6 8 . 7 0 M W C S H H H H H H H H SHHG E T T E EE EE E T W B R O A D W A Y A V E N U E PRIVATE DRIVE T A R G E T P A R K I N G L O T 6 " S A N . S W R . 8" WATER MAINWET TAP8"X8" TEE8" GATE VALVE EXISTING 8" WATER MAIN S T U B I E = 8 6 5 ± ( P E R C I T Y R E C O R D I N F O R M A T I O N ) C O N N E C T T O E X I S T I N G A B A N D O N E D S T U B . F I E L D V E R I F Y L O C A T I O N , E L E V A T I O N A N D C O N D I T I O N O F P I P E A N D C O N T A C T E N G I N E E R W I T H A N Y D I S C R E P A N C I E S P R I O R T O C O N N E C T I O N . E X I S T I N G A B A N D O N E D 6 " S A N I T A R Y S E W E R P I P E I N R O W T O B E L I N E D W I T H P E R M A L I N E R . E X T E N D S T U B 7 ' S A N M H 1 R E = 8 7 3 . 8 7 I E ( S W ) = 8 6 5 . 2 0 E X . C B M H 1 R E = 8 7 2 . 1 7 I E ( N E , S W , S E ) = 8 6 8 . 3 9 C O N N E C T S T O R M P I P E S T O E X I S T . C B . R E C O N S T R U C T M H A S R E Q U I R E D . CBMH 3RE=873.00IE(NE,SE,SW)=869.013' SUMP=866.01 C B M H 4 R E = 8 7 3 . 4 9 I E ( N W , S , E ) = 8 6 9 . 2 9 C B 5 RE=87 3 . 1 0 IE(N)=8 6 9 . 3 5 71 LF - 18" RCP @ 0.40%12 LF - 18" RCP @ 0 . 4 4 % 6 3 L F - 1 2 " R C P @ 0 . 4 1 % 1 1 1 L F - 1 2 " R C P @ 0 . 4 1 % 7 6 L F - 1 8 " R C P @ 0 . 4 0 % CBM H 2 RE=872. 7 0 IE(NE,SW)=868. 6 9 3' SUMP=865. 6 9 C B M H 8 R E = 8 7 2 . 8 1 I E ( N W , S ) = 8 6 8 . 7 5 3 ' S U M P = 8 6 5 . 7 5 6 6 L F - 6 " P V C @ 1 . 0 % S A N S T U B I E = 8 6 5 . 8 6 1 0 0 L F - 8 " D I P 5 6 L F - 1 2 " R C P @ 0 . 4 0 % C B 6 R E = 8 7 3 . 5 8 I E ( W ) = 8 6 9 . 5 0 W M S T U B 5 0 L F - 6 " D I P 6 " X 8 " R E D U C E R 6 " G . V . H Y D R A N T A N D G . V . 45° BEND 4 5 ° B E N D 4 5 ° B E N D 79 LF - 18" RCP @ 0.40%CB 7RE=872.50IE(NE)=869.08 C B 1 0 R E = 8 7 3 . 0 0 I E ( N E ) = 8 6 9 . 3 3 18 LF - 12" RCP @ 0.40% 3 3 L F - 1 2 " R C P @ 0 . 4 0 % CONTRACTOR TO NOTIFY ADJACENTPROPERTIES, AND PROVIDETRAFFIC CONTROL AND SIGNAGETO REROUTE TRAFFIC DURINGUTILITY CONSTRUCTION. E X . C B M H 9 R E = 8 7 2 . 9 8 I E ( N W , W ) = 8 6 9 . 2 0 I E ( S E ) = 8 6 9 . 3 1 R E C O N S T R U C T M H A S R E Q U I R E D . F D C 0 ' 2 0 ' 4 0 ' 6 0 ' N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210UT01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 5 CRYSTAL, MN TACO BELL, CRYSTALUTILITY PLAN 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. . . . 05/15/18 . . . . . . . . . . EXISTINGPROPOSEDsSANITARY SEWERSTORM SEWERWATER MAIN EASEMENT LINE PROPERTY LINEHYDRANTGATE VALVE DRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLE GASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEVERTICAL UTILITY SEPARATION OVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTERX.X UTILITY LEGEND 1 . T H E C O N T R A C T O R I S S P E C I F I C A L L Y C A U T I O N E D T H A T T H E L O C A T I O N A N D / O R E L E V A T I O N O F E X I S T I N G U T I L I T I E S A S S H O W N O N T H E S E P L A N S A R E B A S E D O N R E C O R D S O F T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D L I M I T E D M E A S U R E M E N T S T A K E N I N T H E F I E L D . T H E I N F O R M A T I O N S H A L L N O T B E R E L I E D O N A S B E I N G E X A C T O R C O M P L E T E . T H E C O N T R A C T O R S H A L L V E R I F Y E X I S T I N G C O N D I T I O N S P R I O R T O C O N S T R U C T I O N A N D N O T I F Y T H E O W N E R O R E N G I N E E R O F D I S C R E P A N C I E S . 2 . A L L S A N I T A R Y S E W E R , S T O R M S E W E R A N D W A T E R M A I N M A T E R I A L A N D I N S T A L L A T I O N S S H A L L B E P E R C I T Y R E Q U I R E M E N T S , M I N N E S O T A P L U M B I N G C O D E , A N D I N A C C O R D A N C E W I T H T H E C U R R E N T E D I T I O N O F " S T A N D A R D S P E C I F I C A T I O N S F O R W A T E R M A I N A N D S E R V I C E L I N E I N S T A L L A T I O N A N D S A N I T A R Y S E W E R A N D S T O R M S E W E R I N S T A L L A T I O N " A S P R E P A R E D B Y T H E C I T Y E N G I N E E R S A S S O C I A T I O N O F M I N N E S O T A . 3 . P R I O R T O C O N S T R U C T I O N , T H E C O N T R A C T O R S H A L L O B T A I N T H E N E C E S S A R Y F E D E R A L , S T A T E A N D L O C A L P E R M I T S F O R T H E P R O P O S E D W O R K O R V E R I F Y W I T H T H E O W N E R O R E N G I N E E R T H A T P E R M I T S H A V E B E E N O B T A I N E D . P E R M I T F E E S S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R U N L E S S O T H E R W I S E A R R A N G E D W I T H T H E O W N E R . 4 . C O N T R A C T O R S H A L L R E F E R T O A R C H I T E C T U R A L P L A N S F O R E X A C T L O C A T I O N A N D D I M E N S I O N S O F D O O R W A Y S , R A M P S , T R U C K D O C K S , P R E C I S E B U I L D I N G D I M E N S I O N S A N D E X A C T B U I L D I N G U T I L I T Y C O N N E C T I O N L O C A T I O N S . 5 . A L L P R I V A T E U T I L I T I E S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E S P E C I F I C A T I O N S O F T H E A P P R O P R I A T E U T I L I T Y C O M P A N Y . T H E C O N T R A C T O R S H A L L C O O R D I N A T E T H E S E R V I C E L I N E C O N S T R U C T I O N W I T H T H E U T I L I T Y C O M P A N I E S . 6 . C O N T R A C T O R S H A L L O B T A I N A L L N E C E S S A R Y C I T Y P E R M I T S F O R U T I L I T Y C O N N E C T I O N S , A N D U T I L I T I E S S H A L L B E I N S P E C T E D A N D A P P R O V E D B Y T H E C I T Y . T H E C I T Y S H A L L B E N O T I F I E D 4 8 - H O U R S P R I O R T O C O M M E N C I N G W I T H T H E U T I L I T Y C O N S T R U C T I O N O R A N Y R E Q U I R E D T E S T I N G . C O N T R A C T O R S H A L L N O T O P E R A T E , I N T E R F E R E W I T H , C O N N E C T A N Y P I P E O R H O S E T O , O R T A P A N Y W A T E R M A I N B E L O N G I N G T O T H E C I T Y U N L E S S D U L Y A U T H O R I Z E D T O D O S O B Y T H E C I T Y . A N Y A D V E R S E C O N S E Q U E N C E S O F S C H E D U L E D O R U N S C H E D U L E D D I S R U P T I O N S O F S E R V I C E T O T H E P U B L I C A R E T O B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . 7 . W A T E R M A I N L E N G T H S A S S H O W N A R E A P P R O X I M A T E H O R I Z O N T A L L E N G T H S . A L L O W F O R A D D I T I O N A L P I P E W H E N I N S T A L L I N G O N S L O P E S O R W H E N D E F L E C T I O N S A R E R E Q U I R E D . T H E J O I N T D E F L E C T I O N S S H A L L N O T E X C E E D T H E M A X I M U M R E C O M M E N D E D B Y T H E P I P E M A N U F A C T U R E R O R B Y L O C A L G O V E R N I N G S P E C I F I C A T I O N S . F I T T I N G S R E Q U I R E D T O C O N S T R U C T W A T E R M A I N S H A L L B E I N C L U D E D I N W A T E R M A I N C O N S T R U C T I O N . 8 . P R O V I D E W A T E R M A I N T H R U S T R E S T R A I N T S P E R C I T Y S T A N D A R D R E Q U I R E M E N T S . 9 . A M I N I M U M V E R T I C A L S E P A R A T I O N O F 1 8 I N C H E S I S R E Q U I R E D A T A L L W A T E R L I N E C R O S S I N G S W I T H S A N I T A R Y S E W E R O R S T O R M S E W E R . T H E W A T E R L I N E S H A L L N O T H A V E J O I N T S O R C O N N E C T I O N W I T H I N 1 0 - F E E T O F T H E C R O S S I N G . I N S U L A T E C R O S S I N G S W I T H S T O R M S E W E R . 1 0 . U T I L I T Y S E R V I C E S T Y P I C A L L Y T E R M I N A T E 5 ' O U T S I D E B U I L D I N G W A L L U N L E S S O T H E R W I S E S H O W N O R N O T E D . 1 1 . D U C T I L E I R O N W A T E R L I N E S S H A L L B E C L A S S 5 2 , P E R A W W A C 1 1 5 O R C 1 5 1 . C O P P E R W A T E R L I N E S S H A L L B E T Y P E K P E R A S T M B 8 8 . P V C W A T E R L I N E S S H A L L B E P E R A W W A C 9 0 0 A N D I N S T A L L E D P E R A W W A C 6 0 5 I F A L L O W E D B Y C I T Y . 1 2 . A L L W A T E R L I N E S S H A L L H A V E 8 ' M I N I M U M C O V E R . I N S U L A T E W A T E R M A I N I F L E S S T H A N 8 ' O F C O V E R . I N S U L A T I O N S H A L L B E D O W S T Y R O F O A M H I B R A N D 3 5 O R E Q U I V A L E N T , W I T H 4 I N C H E S O F T H I C K N E S S . 1 3 . S A N I T A R Y S E W E R P I P E O U T S I D E T H E B U I L D I N G E N V E L O P E S H A L L B E P O L Y V I N Y L C H L O R I D E ( P V C ) S C H E D U L E 4 0 P E R A S T M D 2 6 6 5 . A L L P L A S T I C S A N I T A R Y S E W E R S H A L L B E I N S T A L L E D P E R D 2 3 2 1 . S O L V E N T W E L D J O I N T S M U S T I N C L U D E U S E O F A P R I M E R W H I C H I S O F A C O N T R A S T I N G C O L O R T O T H E P I P E A N D C E M E N T . A L L S A N I T A R Y S E W E R S H A L L B E T E S T E D A C C O R D I N G T O M I N N E S O T A P L U M B I N G C O D E , P A R T 7 1 2 . 0 . 1 4 . S T O R M S E W E R P I P E : A . R C P S H A L L B E I N S T A L L E D W I T H A P P R O V A L O F L O C A L G O V E R N I N G A G E N C Y . B . R E I N F O R C E D C O N C R E T E P I P E S H A L L B E C L A S S 5 F O R P I P E D I A M E T E R S 1 8 " A N D S M A L L E R , C L A S S 3 F O R P I P E D I A M E T E R S 2 1 " A N D L A R G E R U N L E S S O T H E R W I S E N O T E D , P E R A S T M C 7 6 W I T H R - 4 G A S K E T S . C . A L L S T O R M S E W E R J O I N T S A N D S T R U C T U R E C O N N E C T I O N S S H A L L B E G A S T I G H T O R W A T E R T I G H T A S R E Q U I R E D B Y M I N N E S O T A P L U M B I N G C O D E , P A R T 7 0 7 . 3 . S T O R M S E W E R L O C A T E D W I T H I N 1 0 - F E E T O F A B U I L D I N G A N D / O R W A T E R L I N E S H A L L B E T E S T E D P E R M I N N E S O T A P L U M B I N G C O D E , P A R T 7 1 2 . 1 5 . A L L N O N C O N D U C T I V E P I P E S H A L L B E I N S T A L L E D W I T H A L O C A T E ( T R A C E R ) W I R E P E R M I N N E S O T A R U L E S , P A R T 7 5 6 0 . 0 1 5 0 . 1 6 . A F T E R C O N S T R U C T I O N I S C O M P L E T E D , T H E C O N T R A C T O R S H A L L P R O V I D E T H E O W N E R W I T H A N A S - B U I L T R E C O R D O F U T I L I T Y C O N S T R U C T I O N . T H E A S - B U I L T S H A L L I N C L U D E L O C A T I O N A N D L E N G T H D E V I A T I O N S O R C H A N G E S T O T H E P L A N . C O N T R A C T O R T O V E R I F Y W I T H O W N E R O R E N G I N E E R W H E T H E R A P L A N W I T H P O S T - C O N S T R U C T I O N E L E V A T I O N S I S R E Q U I R E D . G E N E R A L U T I L I T Y N O T E S C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N U M B E R T Y P E D I A . C A S T I N G 1 E X I S T I N G - - - - 2 C B M H 4 8 " R - 2 5 5 6 * 3 C B M H 4 8 " R - 3 0 6 7 4 C B M H 4 8 " R - 3 0 6 7 5 C B 2 ' X 3 ' R - 3 0 6 7 6 C B 2 ' X 3 ' R - 3 0 6 7 7 C B 2 ' X 3 ' R - 4 3 4 2 8 C B M H 4 8 " R - 2 5 5 6 * 9 E X I S T I N G - - - - 1 0 C B 2 ' X 3 ' R - 4 3 4 2 * W I T H T Y P E C G R A T E S T O R M S E W E R S C H E D U L E DANIEL PARKS 6 . 4 12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08 AANOTES:1. CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2. IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3. WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCE CONCRETEWASHOUT SIGNIMPERMEABLE LINER SILT FENCE 1.5'MIN.SECTION A-APIPE BEDDING DETAILSFOR PVC & HDPE S S 1 0 L A S T R E V I S E D : 0 8 / 1 5 / 1 7 "BC" DENOTES OUTSIDEDIAMETER OF PIPE COU R S E F I L T E R AGG. ( M N D O T SPEC. 3 1 4 9 . 2 H ) PIPE FOUNDATION AND BEDDING IN POOR SOI L S PIPE FOUNDATION & BEDDING IN GOOD SOIL S "BC" DENOTE S O U T S I D E DIAMETER OF P I P E G R A N U L A R B O R R O W ( M N D O T S P E C . 3 1 4 9 . 2 B 1 ) BCFOUNDATIONCOMPACTEDBACKFILLBEDDINGBC 12" MIN.=2D+BC+12" 6" C O M P A C T E D B A C K F I L L MIN.=BC+12"12"6"D P I P E B E D D I N G D E T A I L S F O R R C P & D I P L A S T R E V I S E D : 0 8 / 1 5 / 1 7 S S 1 1 C O A R S E F I L T E R A G G R E G A T E ( M N D O T S P E C . 3 1 4 9 . 2 H ) L O A D F A C T O R 1 . 5 C L A S S C - 1 H A N D S H A P E D F R O M F I R M U N D I S T U R B E D S O I L L O A D F A C T O R 1 . 9 C L A S S A C O N C R E T E B A C K F I L L T O 0 . 5 O F O U T S I D E D I A M E T E R W I T H S H A P E D B E D D I N G L O A D F A C T O R 2 . 3 C L A S S B H A N D S H A P E D F R O M A N G U L A R B E D D I N G M A T E R I A L C O M P A C T E D B A C K F I L L N O T E S : 1 . " B C " D E N O T E S O U T S I D E D I A M E T E R O F P I P E 2 . " W " B C + 1 2 " M I N . 2 0 0 0 # C O N C R E T E L O A D F A C T O R 1 . 5 C O M P A C T E D B A C K F I L L B C B C C O M P A C T E D B A C K F I L L 0 . 5 B C M I N . 0 . 5 B C M I N . W W 12" BC/4 BUT NOT LESS THAN 6" B C B C C L A S S C - 2 H A N D S H A P E D F R O M A N G U L A R B E D D I N G M A T E R I A L N O R M A L B E D D I N G C O A R S E F I L T E R A G G R E G A T E ( M N D O T S P E C . 3 1 4 9 . 2 H ) C O M P A C T E D B A C K F I L L W W 6" MIN. BC/4 BUT NOT LESS THAN 6" 0 . 5 B C 0 . 5 B C L A S T R E V I S E D : 0 1 / 2 6 / 1 8 W M 0 1 F I R E H Y D R A N T N O T E : 1 . M E G A - L U G S M A Y B E U S E D I N L I E U O F T I E R O D S V A L V E B O X A S S P E C I F I E D 2 - 3 / 4 " T I E R O D S 2 - 3 / 4 " T I E R O D S G A T E V A L V E P R E C A S T C O N C . B A S E A S S P E C I F I E D 1 C U . Y D O F 1 / 2 " R O C K 2 L A Y E R S O F P O L Y E T H Y L E N E H Y D R A N T A S S P E C I F I E D C A P S W / C H A I N S 7'-6" 2 - 1 / 2 ' 2 - 1 / 2 ' 16" MIN. 20"MAX. L A S T R E V I S E D : 0 8 / 0 8 / 1 7 W A T E R M A I N W E T T A P W M 1 5 B I T U M A S T I C A N T I - C O R R O S I V E C O A T I N G R E Q U I R E D O N B A R E M E T A L S . ( A E R O S O L S P R A Y I S N O T A C C E P T A B L E ) A L L B O L T S M U S T B E 3 0 4 S T A I N L E S S S T E E L . A A N O T E : 1 . D U C T I L E I R O N W A T E R M A I N S H A L L H A V E C O N D U C T I V I T Y S T R A P W E L D E D T O E X I S T I N G M A I N A S S H O W N . C O N D U C T I V E S T R A P ( S E E N O T E S ) 8 " C O N C R E T E B L O C K U N D I S T U R B E D E A R T H C O M P A C T E D G R A N U L A R B A C K F I L L R E S I L I E N T W E D G E V A L V E C O N F O R M I N G T O A W W A C 5 0 9 S T A N D A R D S 4 " - 1 2 " S . S . T A P P I N G S L E E V E S E C T I O N A - A P L A N VARIES(SEE PLAN)LAST REVISED:01/26/18ST03STANDARD MANHOLE AANOTES:1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3. SEE STORM SEWER CASTING SCHEDULE FOR SPECIFIC CASTING TYPE MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE EITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-A PLAN 36" L A S T R E V I S E D : 0 8 / 1 5 / 1 7 INLET PROTECTION WITH ROCK LOG G D 1 1 NOTE:1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT I N B O T H DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 E D I T I O N ) ENDS SECURELYCLOSED TO PREVENTLOSS OF OPENGRADED AGGREGATEFILL. SECURED WITH50 PSI ZIP TIE O V E R L A P E N D S 6 " 4' LONG AND 5" D I A M E T E R G E O T E X T I L E S O C K . SEAM JOINED BY T W O R O W S O F S T I T C H I N G WITH A PLASTIC M E S H B A C K I N G O R HEATBONDED. (OR A P P R O V E D E Q U I V A L E N T ) FILL ROCK LOG WI T H O P E N G R A D E D AGGREGATE CONS I S T I N G O F S O U N D , DURABLE PARTICL E S O F C R U S H E D Q U A R R Y ROCK OR GRAVEL C O N F O R M I N G T O 3 1 3 7 , CA-3 (<1.5") GRAD A T I O N ( O R E Q U I V A L E N T ) . L A S T R E V I S E D : 0 8 / 1 5 / 1 7 G D 1 2 N O T E : 1 . S T R E E T C O N T R A C T O R T O I N S T A L L A F T E R C U R B & G U T T E R I S I N S T A L L E D . M A I N T A I N U N T I L S I T E I S S T A B I L I Z E D . R O A D D R A I N C G - 2 3 " W I M C O " C U R B I N L E T P R O T E C T I O N C U R B P O L Y E S T E R S L E E V E F I L T E R A S S E M B L Y C G - 2 3 S P E C I F I C A T I O N S A N D S T A N D A R D S : A I S C M A N U A L O F S T E E L C O N S T R U C T I O N , 9 T H E D I T I O N . A W S S T R U C T U R A L W E L D I N G C O D E - S T E E L , D 1 . 1 - 9 4 . 2 9 C F R 1 9 2 6 - O S H A S A F E T Y A N D H E A L T H S T A N D A R D S D E S I G N L O A D S A L L O W A B L E A X L E W E I G H T L O A D N / A S A F E T Y F A C T O R N / A W A T E R F L O W R A T E 0 . 4 7 6 C F S @ 3 " H E A D ( T H R O U G H P O L Y E S T E R S L E E V E M A X I M U M O V E R F L O W R A T E 2 . 1 4 C F S @ 1 5 " H E A D 2 ' - 3 " 4 ' L A S T R E V I S E D : 0 1 / 2 6 / 1 8 S S 0 1 A A O U T L E T P I P E N O T E S : 1 . T H I S C O N S T R U C T I O N I S N O T T O B E U S E D W I T H P I P E L A R G E R T H A N 3 6 " D I A M E T E R . 2 . P I P E T O M A N H O L E C O N N E C T I O N S H A L L H A V E " A - L O K " C A S T - I N - G A S K E T . M A N H O L E C A S T I N G & C O V E R , N E E N A H N O . R - 1 7 3 3 O R E Q U A L w / C O N C E A L E D P I C K H O L E . A D J U S T I N G R I N G S ( 2 M I N . , 6 M A X . ) . S E T I N F U L L M O R T A R B E D . P L A S T E R I N S I D E A N D O U T S I D E . E C C E N T R I C C O N E S T E P S - M N D O T T Y P E " N " O R T Y P E " W " S P A C E D V E R T I C A L L Y A T 1 6 " O . C . P R E F O R M E D G A S K E T T Y P E S E A L S T A N D A R D 4 ' - 0 " I . D . M A N H O L E S E C T I O N . H E I G H T V A R I E S A S R E Q U I R E D . P R O V I D E M O R T A R F I L L E T S T O F I T B O T T O M P O R T I O N S O F P I P E T O D I R E C T F L O W T O O U T L E T . S E E S E C T I O N A - A . P R E C A S T C O N C R E T E B A S E . A L T E R N A T E 8 " C O N C R E T E B A S E P O U R E D I N P L A C E , I F A P P R O V E D B Y E N G I N E E R . S H A P E M O R T A R F I L L E T T O P R O V I D E A F L A T A R E A E A C H S I D E O F I N V E R T F O R S T A N D I N G R O O M . T H E S E M U S T B E S L O P E D T O D R A I N I N T O I N V E R T . I N V E R T 7" 4'VARIES8" 6 ' P R O F I L E V I E W S E C T I O N A - A I N V E R T S A N I T A R Y M A N H O L E P R E C A S T M A N H O L E W I T H A D J U S T A B L E R I N G S N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210DT01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 6 CRYSTAL, MN TACO BELL, CRYSTALDETAILS 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. DMP DMP TDM 05/15/18 . . . . . . . . . . C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DANIEL PARKS 6 . 4 LAST REVISED:01/26/18B6 STYLE CURB AND GUTTERSI01 NOTES:1. EXPANSION JOINT SPACING IS 100'2. MIN. 3" CL. 5 UNDER C.&G.3. CURB SHALL BE PER MnDOT SPEC 2531 7"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2" 2" PRIVATE CONCRETE SIDEWALK S I 0 8 NOTES:1. SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY D E S I G N S T R E N G T H O F 3 9 0 0 - P S I . L A S T R E V I S E D : 0 1 / 2 6 / 1 8 FINISH GRADESEE PLAN 5" CONCRETE WALK WITHCONTRACTION JOINTS EVE R Y 5 ' A N D EXPANSION JOINTS EVERY 1 0 0 ' O R A T 90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASE N O T E : 1 . A L L T R A F F I C F L O W A R R O W S T O B E S O L I D W H I T E R E F L E C T I V E T R A F F I C P A I N T A S P E R D I M E N S I O N S A B O V E T R A F F I C A R R O W L A S T R E V I S E D : 0 1 / 2 6 / 1 8 S I 1 3 2 . 0 0 1.75 3.75 1 . 0 0 2 . 0 0 R 4 . 7 5 3'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1. SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER 12"LAST REVISED:01/26/18SIGN INSTALLATIONSI14 CONCRETE CURB &GUTTER CAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"5'-0" TOCENTEROF SIGN2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERHANDIC A P S Y M B O L L A S T R E V I S E D : 0 8 / 1 5 / 1 7 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING S I 1 5 HANDICAP SI G N NOPARKINGNOTE:BOTT O M O F S I G N S T O B E M O U N T E D 60"-66 " F R O M P A R K I N G G R A D E , S E E SIGN P O S T I N S T A L L A T I O N D E T A I L HANDICAP PARKING NOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODE NOTE:SEE PLAN FOR PARKING LAYOUT NO PARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLE N O P A R K I N G A C C E S S A I S L E HANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE. H A N D I C A P P A R K I N G S I G N S , 1 2 " X 1 8 " , O R P E R L O C A L C O D E HANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLE PER CITYCODE H A N D I C A P V A N A C C E S S I B L E P A R K I N G S I G N , 1 2 " X 1 6 " , O R P E R L O C A L C O D E , A S A P P L I C A B L E FACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0" 1 0 " D I A M E T E R C E N T E R S Y M B O L I N P A R K I N G S T A L L , A L L L I N E S T O B E 5 " W I D E 2"-0"NO PARKING 4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE 8'MIN.8'MIN.8'MIN. 5 ° 67. 5 ° L A S T R E V I S E D : 0 1 / 2 6 / 1 8 B O L L A R D S I 1 8 N O T E S : 1 . 6 " D I A M E T E R S T D . S T L . P I P E C O N C R E T E F I L L E D @ D R I V E - T H R U O N L Y , 6 " @ A L L O T H E R L O C A T I O N S I N C L U D I N G U T I L I T I E S , T R A S H E N C L O S U R E , A N D S P R I N K L E R R I S E R S . P R O V I D E 1 / 4 " W E L D E D C L O S U R E P L A T E A T B O T T O M . P A I N T E X P O S E D P I P E Y E L L O W , S E C U R I T Y B O L L A R D S T O R E C E I V E P O L Y E T H Y L E N E C O V E R . 2 . 2 4 " D I A M E T E R C O N C R E T E F O U N D A T I O N . U S E S O N O T U B E F O R M . 3 . 3 / 8 " D I A M E T E R W E L D E D H O O P S . 1 8 " D I A M E T E R T O P , B O T T O M A N D C E N T E R . 4 . S O L I D U N D I S T U R B E D S O I L . 5 . P R O V I D E P I T C H , S M O O T H C O N C R E T E F I N I S H . 4'-0" 3'-0" AT DRIVE UP 4'-0" 3" 1 5 5 T O P O F P A V E M E N T 2 3 4 S I 1 9 P A V E M E N T S E C T I O N S S H O W N A R E F O R P L A N N I N G P U R P O S E S O N L Y . R E F E R T O G E O T E C H N I C A L R E P O R T F O R F I N A L P A V E M E N T S E C T I O N S . L A S T R E V I S E D : 0 1 / 2 6 / 1 8 P A V E M E N T S E C T I O N S B I T U M I N O U S P A V E M E N T ( S T A N D A R D D U T Y ) 1 1 / 2 " M n D O T T Y P E 2 3 6 0 S P W E A 2 4 0 B W E A R I N G C O U R S E 2 " M n D O T T Y P E 2 3 6 0 S P N W B 2 3 0 B B A S E C O U R S E 6 " M n D O T S P E C . 3 1 3 8 C L A S S 5 C O M P A C T E D S A N D S U B G R A D E ( 1 0 0 % S T A N D A R D P R O C T O R ) M N D O T S P E C . 2 3 5 7 B I T U M I N O U S T A C K C O A T 6 " M A X . 8" A N O T E S : 1 . P R O V I D E A R E L A T I V E L Y F L A T M I N I M U M 4 ' x 4 ' L A N D I N G B E H I N D T H E P E D E S T R I A N R A M P , 2 % M A X I M U M C R O S S S L O P E B O T H D I R E C T I O N S . 2 . C U R B R A M P A R E A T O B E C O N C R E T E A N D M E E T L A T E S T A D A R E Q U I R E M E N T S . R A M P C R O S S S L O P E 2 % M A X I M U M . B A C K - T O - B A C K P E D E S T R I A N R A M P S S H A L L H A V E M I N I M U M 4 8 ' ' L A N D I N G B E T W E E N , O R P R O V I D E A T - G R A D E C R O S S I N G . 3 . S I D E F L A R E S T O B E C O N C R E T E A N D I M P L E M E N T E D W H E R E A D J A C E N T T O P A V E D A R E A S . F L A R E D S L O P E T O B E 1 0 % M A X I M U M . E X I S T I N G C U R B R A M P A L T E R A T I O N S , W I T H N O L A N D I N G , S H A L L B E 8 . 3 3 % M A X I M U M . P R O V I D E 1 0 % M A X I M U M S L O P E , U N L E S S N O T E D O T H E R W I S E . 4 . A N Y V E R T I C A L L I P T H A T O C C U R S A T T H E F L O W L I N E M A Y N O T B E G R E A T E R T H A N 1 / 4 I N C H . 5 . R A M P A N D F L A R E D S I D E S U R F A C E T O B E M E D I U M B R O O M F I N I S H , P E R P E N D I C U L A R T O T R A V E L P A T H . 6 . W A L K S H A L L B E P E R M n D O T S P E C 2 5 2 1 M I X N O . 3 A 3 2 W I T H A 2 8 - D A Y D E S I G N S T R E N G T H O F 3 9 0 0 - P S I . A L A S T R E V I S E D : 0 8 / 1 5 / 1 7 P R I V A T E P E D E S T R I A N C U R B R A M P S I 0 9 2 P L A N V I E W O F D I A G O N A L R A M P P L A N V I E W O F P E R P E N D I C U L A R R A M P S E C T I O N A - A E L E V A T I O N O F R A M P 3 2 3 3 3 F A C E O F C U R B 5 B A C K O F C U R B 5 F A C E O F C U R B C U R B F A C E O R G U T T E R 5 % A P P R O A C H S L O P E M A X 1 / 2 " P R E F O R M E D J O I N T F I L L E R M A T E R I A L R A M P 8 . 3 3 % M A X . S L O P E R O U N D A L L S L O P E D I N T E R S E C T I O N S S I D E F L A R E 1 0 % M A X . S L O P E C O N C R E T E W A L K 8" 5'-4" MIN. 5 ' M I N . 4 ' M I N . O R P E R P L A N 5 ' M I N . 5'-4" MIN. 5 ' M I N . 5 ' M I N . 4 ' M I N . O R P E R P L A N R A M P 5 ' - 4 " M I N . L A N D I N G 4 ' M I N . S I D E F L A R E 5 ' M I N . R A M P 4 ' M I N . S I D E F L A R E 5 ' M I N . A A 1 1 4 P A R A L L E L R A M P S E C T I O N A - A L A S T R E V I S E D : 0 8 / 1 5 / 1 7 P R I V A T E P A R A L L E L P E D E S T R I A N C U R B R A M P S I 1 0 A A N O T E S : 1 . C U R B R A M P A R E A T O B E C O N C R E T E A N D M E E T L A T E S T A D A R E Q U I R E M E N T S . R A M P C R O S S S L O P E 2 % M A X I M U M . 2 . R A M P S U R F A C E T O B E M E D I U M B R O O M F I N I S H , P E R P E N D I C U L A R T O T R A V E L P A T H . 3 . A N Y V E R T I C A L L I P T H A T O C C U R S A T T H E F L O W L I N E M A Y N O T B E G R E A T E R T H A N 1 / 4 I N C H . I S O M E T R I C P L A N R A M P 5 % S L O P E M A X . O R P E R P L A N I N T E G R A L C U R B W I T H R O U N D E D E D G E S T O H O L D A D J A C E N T G R A D E , A S R E Q U I R E D L A N D I N G 2 % M A X . C R O S S S L O P E , B O T H D I R E C T I O N S P R O V I D E A F L A T 4 ' x 4 ' L A N D I N G B E H I N D T H E P E D E S T R I A N R A M P , 2 % M A X . C R O S S S L O P E 6 " H E I G H T M A X . A T R A M P F R O N T F A C E O F C U R B C U R B F A C E O R G U T T E R 5 % A P P R O A C H S L O P E M A X . 1 / 2 " P R E F O R M E D J O I N T F I L L E R M A T E R I A L ( T Y P . ) C O N C R E T E S U R F A C E I N T E G R A L C U R B T O H O L D A D J A C E N T G R O U N D , A S R E Q U I R E D L A N D I N G C O N C R E T E W A L K R O U N D A L L S L O P E D I N T E R S E C T I O N S I N T E G R A L C U R B T O H O L D A D J A C E N T G R O U N D , A S R E Q U I R E D S I D E W A L K W I D T H 4 ' M I N . O R P E R P L A N R A M P 6 ' M I N L A N D I N G 4 ' M I N . R A M P 6 ' M I N . 6 " W I D T H , D E P T H A S N E E D E D R A M P 5 % S L O P E M A X . O R P E R P L A N E L E V A T I O N 3 N O T F O R C O N S T R U C T I O N N:\0015210.00\DWG\CIVIL\0015210DT01.DWG 0 0 1 5 2 1 0 . 0 0 0 5 / 1 5 / 1 8 © 2018 Westwood Professional Services, Inc. TACO BELL, CRYSTAL 7 CRYSTAL, MN TACO BELL, CRYSTALDETAILS 1891905/15/18 5424 BOONE AVENUE N NEW HOPE, MN 55428 BORDER FOODS, INC. DMP DMP TDM 05/15/18 . . . . . . . . . . C o m m o n G r o u n d A l l i a n c e S H E E T N U M B E R : C a l l 4 8 H o u r s b e f o r e d i g g i n g : 8 1 1 o r c a l l 8 1 1 . c o m D A T E : © 2018 Westwood Professional Services, Inc. DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DANIEL PARKS 6 . 4 C B M H R i m E l e v = 8 7 2 . 9 8 I n v S E 1 0 " = 8 6 9 . 3 1 I n v W 1 0 " = 8 6 9 . 2 8 C B M H R i m E l e v = 8 7 3 . 3 3 I n v E 1 0 " = 8 6 9 . 1 0 I n v N W 1 0 " = 8 6 8 . 8 2 SNMHRim Elev = 875.97Inv NE = 869.84Inv SW = 869.82 C B M H R i m E l e v = 8 7 2 . 1 7 I n v N E 1 0 " = 8 6 8 . 3 9 I n v S 1 0 " = 8 6 8 . 5 2 I n v S 1 0 " = 8 6 8 . 7 6 C B M H R i m E l e v = 8 7 1 . 6 8 I n v 1 0 " = 8 6 9 . 1 9 C B R i m E l e v = 8 7 1 . 7 8 I n v S 1 0 " = 8 6 8 . 8 3 S T M H R i m E l e v = 8 7 3 . 0 4 I n v E 1 0 " = 8 6 7 . 7 9 I n v S W 1 0 " = 8 6 7 . 7 9 I n v S W 1 2 " = 8 6 7 . 6 9 I n v N 1 8 " = 8 6 7 . 6 9 C B M H R i m E l e v = 8 7 1 . 7 5 I n v N 1 0 " = 8 6 8 . 7 5 I n v N E 1 0 " = 8 6 8 . 7 0 M W C S H H H H H H H H M H S T S HH G G T T T T E EE EE E T T O N L Y T H R U D R I V E ENTER DO NOT S T O P M W C S H H H H H H H H M H S T S HH G G T T T T E EE EE E T W B R O A D W A Y A V E N U E PRI V A T E D R I V E T A R G E T P A R K I N G L O T T A C O B E L L 2 , 7 0 1 S F F F E = 8 7 4 . 5 0 5 ' P A R K I N G S E T B A C K 1 0 ' B U I L D I N G S E T B A C K 5 ' P A R K I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 5 3 - A F D 2 - P E 2 - P E 1 - P E 1 - P E 5 - A C 5 - A C 6 - T Y 9 - T Y 3 - A C 7 - T Y 4 - A C 8 - T Y 2 - MJ 5 - M J 3 - M J 6 - E S H 9 - N C B 8 - A C EX. EVG.TREE TOREMAIN E X . 8 " M A P L E T R E E T O B E R E M O V E D E X . T R E E T O R E M A I N ( T Y P . ) 3 - TH12 SHRUBSTO REMAIN E X . 8 " M A P L E T R E E T O B E R E M O V E D E X . 8 " H O N E Y L O C U S T T R E E T O B E R E M O V E D 2 - T H 1 . W H E R E S H O W N , S H R U B & P E R E N N I A L B E D S S H A L L B E M U L C H E D W I T H 4 " D E P T H ( M I N I M U M A F T E R I N S T A L L A T I O N A N D / O R T O P D R E S S I N G O P E R A T I O N S ) O F R I V E R R O C K . 2 . A L L T R E E S S H A L L B E M U L C H E D W I T H R I V E R R O C K T O O U T E R E D G E O F S A U C E R O R T O E D G E O F P L A N T I N G B E D , I F A P P L I C A B L E . A L L M U L C H S H A L L B E K E P T W I T H I N A M I N I M U M O F 2 " F R O M T R E E T R U N K . 3 . I F S H O W N O N P L A N , R A N D O M S I Z E D L I M E S T O N E B O U L D E R S C O L O R A N D S I Z E T O C O M P L I M E N T N E W L A N D S C A P I N G . O W N E R T O A P P R O V E B O U L D E R S A M P L E S P R I O R T O I N S T A L L A T I O N . 4 . P L A N T M A T E R I A L S S H A L L C O N F O R M W I T H T H E A M E R I C A N A S S O C I A T I O N O F N U R S E R Y M E N S T A N D A R D S A N D S H A L L B E O F H A R D Y S T O C K , F R E E F R O M D I S E A S E , D A M A G E A N D D I S F I G U R A T I O N . C O N T R A C T O R I S R E S P O N S I B L E F O R M A I N T A I N I N G P L U M P N E S S O F P L A N T M A T E R I A L F O R D U R A T I O N O F A C C E P T A N C E P E R I O D . 5 . U P O N D I S C O V E R Y O F A D I S C R E P A N C Y B E T W E E N T H E Q U A N T I T Y O F P L A N T S S H O W N O N T H E S C H E D U L E A N D T H E Q U A N T I T Y S H O W N O N T H E P L A N , T H E P L A N S H A L L G O V E R N . 6 . C O N D I T I O N O F V E G E T A T I O N S H A L L B E M O N I T O R E D B Y T H E L A N D S C A P E A R C H I T E C T T H R O U G H O U T T H E D U R A T I O N O F T H E C O N T R A C T . L A N D S C A P E M A T E R I A L S P A R T O F T H E C O N T R A C T S H A L L B E W A R R A N T E D F O R O N E ( 1 ) F U L L G R O W I N G S E A S O N S F R O M S U B S T A N T I A L C O M P L E T I O N D A T E . 7 . A L L A R E A S D I S T U R B E D B Y C O N S T R U C T I O N A C T I V I T I E S S H A L L R E C E I V E 4 " L A Y E R T O P S O I L L O A M A N D S O D A S S P E C I F I E D U N L E S S O T H E R W I S E N O T E D O N T H E D R A W I N G S . 8 . C O O R D I N A T E L O C A T I O N O F V E G E T A T I O N W I T H U N D E R G R O U N D A N D O V E R H E A D U T I L I T I E S , L I G H T I N G F I X T U R E S , D O O R S A N D W I N D O W S . C O N T R A C T O R S H A L L S T A K E I N T H E F I E L D F I N A L L O C A T I O N O F T R E E S A N D S H R U B S F O R R E V I E W A N D A P P R O V A L B Y T H E L A N D S C A P E A R C H I T E C T P R I O R T O I N S T A L L A T I O N . 9 . A L L P L A N T M A T E R I A L S S H A L L B E W A T E R E D A N D M A I N T A I N E D U N T I L A C C E P T A N C E . 1 0 . R E P A I R A T N O C O S T T O O W N E R A L L D A M A G E R E S U L T I N G F R O M L A N D S C A P E C O N T R A C T O R ' S A C T I V I T I E S . 1 1 . S W E E P A N D M A I N T A I N A L L P A V E D S U R F A C E S F R E E O F D E B R I S G E N E R A T E D F R O M L A N D S C A P E C O N T R A C T O R ' S A C T I V I T I E S . 1 2 . R E P A I R A T N O C O S T T O T H E O W N E R I R R I G A T I O N S Y S T E M D A M A G E D F R O M L A N D S C A P E C O N S T R U C T I O N A C T I V I T I E S . 1 3 . P R O V I D E S I T E W I D E I R R I G A T I O N S Y S T E M D E S I G N A N D I N S T A L L A T I O N . S Y S T E M S H A L L B E F U L L Y P R O G R A M M A B L E A N D C A P A B L E O F A L T E R N A T E D A T E W A T E R I N G . T H E S Y S T E M S H A L L P R O V I D E H E A D T O H E A D O R D R I P C O V E R A G E A N D B E C A P A B L E O F D E L I V E R I N G O N E I N C H O F P R E C I P I T A T I O N P E R W E E K . S Y S T E M S H A L L E X T E N D I N T O T H E P U B L I C R I G H T - O F - W A Y T O T H E E D G E O F P A V E M E N T / B A C K O F C U R B . 1 4 . C O N T R A C T O R S H A L L S E C U R E A P P R O V A L O F P R O P O S E D I R R I G A T I O N S Y S T E M I N L C U D I N G P R I C I N G F R O M O W N E R , P R I O R T O I N S T A L L A T I O N . L A N D S C A P E N O T E S : PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICA L N A M E S I Z E R O O T C O M M E N T S DECIDUOUS TREESPE6PRINCETON ELMUlmus americana 'Princeton' 2 . 5 " C A L . B & B S T R A I G H T L E A D E R . F U L L F O R M TH5THORNLESS HONEYLOCUSTGleditsia triacanthos inermis 2 . 5 " C A L . B & B S T R A I G H T L E A D E R . F U L L F O R M SHRUBS - CONIFEROUS & EVERGREENMJ10MEDORA JUNIPERJuniperus scopulorum 'Medora ' 3 6 " H T . C O N T . AC25ALPINE CURRANTRibes alpinum 2 4 " H T . C O N T . TY30TAUNTON'S YEWTaxus x media 'Tauntonii' 2 4 " H T . C O N T . AFD53ARTIC FIRE DOGWOODCornus sericea 'Farrow' 2 4 " H T . C O N T . ESH6ENDLESS SUMMER HYDRANGEAHydrangea macrophylla 'Endle s s S u m m e r ' 2 4 " H T . C O N T . NCB9NORTHERN CHARM BOXWOODBuxus 'Wilson' 2 4 " H T . C O N T . 11 CANOPY TREES133 SHRUBSLANDSCAPING REQUIRED:1 CANOPY TREE / 1,000 S.F. OF LANDSCAPE AREA1 SHRUB / 100 S.F. OF LANDSCAPE AREA15 CANOPY TREES AND 145 SHRUBS REQUIRED (PER 14, 510 S.F. LANDSCAPE AREA)4 TREES TO REMAIN = 4 EX. TREE CREDIT12 SHRUBS TO REMAIN = 12 EX. SHRUB CREDITADDITIONAL CANOPY TREES REQUIRED: 11ADDITIONAL SHRUBS REQUIRED: 133TOTAL LANDSCAPE AREA = ~16% OF THE GROSS PARKING AREA (REQUIRED TO BE >10%) S i g n a t u r e : N a m e : R e g i s t r a t i o n : P r i n t H i s t o r y D a t e C S G P r o j e c t C h e c k e d D r a w n T a c o B e l l 5 5 4 7 W E S T B R O A D W A Y , C R Y S T A L , M N , 5 5 4 2 8 L A N D S C A P E P L A N 0 6 - 0 6 - 1 8 - - - - - - P J S R L B 1 8 1 6 6 L A N D S C A P E P L A N B o r d e r F o o d s 5 4 2 5 B o o n e A v e n u e N . N e w H o p e , M N 5 5 4 2 8 C o n s u l t a n t : L a n d s c a p e P l a n p r e p a r e d b y C o n t a c t : B a r b S c h n e i d e r P h o n e : 7 6 3 - 4 8 9 - 2 9 7 0 P a t r i c k J S a r v e r I h e r e b y c e r t i f y t h a t t h i s p l a n w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y l i c e n s e d l a n d s c a p e a r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a 2 4 9 0 4 4 9 3 1 W . 3 5 T H S T . S U I T E 2 0 0 S T . L O U I S P A R K , M N 5 5 4 1 6 6 1 2 . 6 1 5 . 0 0 6 0 O f f i c e C i v i l S i t e G r o u p . c o m L 1 . 0 B o r d e r F o o d s 5 4 2 5 B o o n e A v e N . N e w H o p e , M N 5 5 4 2 8 D e v e l o p e d b y : T A C O B E L L C R Y S T A L , M N S E E D T Y P E 1 - M N D O T 3 4 - 2 6 2 W E T P R A I R I E , P E R M N D O T S E E D I N G M A N U A L S P E C I F I C A T I O N S ( 2 0 1 4 ) 6 . 4 NOTE: VERIFY AND COORDINATE FINAL DRIVE-THRU EQUIPMENT LOCATIONS WITH OWNER'S SITE REPRESENTATIVE. NOTE: TOP OF FOUNDATIONS TO BE LEVEL WITH TOP OF CURB AND TOP OF CONCRETE PAD. 11 ' - 0 " 6' - 6 " 1' - 1 0 " 1'-0" 2'-0" CLEARANCE BAR (PORTAL) - SEE DETAIL 3/A101 6" DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A101 CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS FACE OF CURB 2'-0" 2'-6" 1'-5" 2 '-0 " 2 '-0 " 2 '-9 7 /8 " 23 ' - 2 1 / 8 " 15 ' - 7 1 / 4 " TO F . O . BU I L D I N G FO U N D A T I O N 7' - 1 1 " TO F . O . BU I L D I N G FO U N D A T I O N 4'-7 7/8" NOTE: VERIFY AND COORDINATE FINAL DRIVE-THRU EQUIPMENT LOCATIONS WITH OWNER'S SITE REPRESENTATIVE NOTE: TOP OF FOUNDATIONS TO BE LEVEL WITH TOP OF CURB AND TOP OF CONCRETE PAD NOTE: VERIFY LOCATION AND ANGLE OF MENU BOARD, AND SPEAKER BOX PRIOR TO POURING FOOTING AND PLACEMENT OF BASE PLATES AND ANCHOR BOLTS WITH OWNER NOTE: SEE ELECTRICAL DRAWINGS FOR ROUTING OF CONDUITS AND POWER NOTE: PROVIDE EXPANSION JOINTS AND CONTROL JOINTS IN UNIFORM PATTERN. NOTE: PROVIDE 1/2" EXPANSION JOINT MATERIAL & VULKEM SEALANT 1/2" DEEP AROUND ALL CONCRETE EQUIPMENT BASES AND EDGE OF CURB, PRIOR TO POURING SLAB. FACE OF CURB 5 PANEL SINGLE BRAND MENU BOARD AND FOUNDATION - SEE 6 AND 7/A100 CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS DRIVE-THRU OVERHEAD CANOPY AND FOUNDATION - SEE 1 AND 2/A101 6" DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A101 ORDER CONFIRMATION BOARD AND FOUNDATION - SEE 6/A100 AND 2/A101 EMBEDDED MAGNETIC LOOP - SEE 2/A101 CONDUIT - SEE SCHEDULE FOR REQUIREMENTS MENU BOARD BOLT PATTERN 18" DIA. 24" DIA. 12" DIA. 18" DIA. 5' - 0 " O R D E R C O N F I R M A T I O N B O A R D 6' - 6 " M E N U B O A R D 3" 1' - 0 " 6" EQ.EQ. 6" EQ . EQ . 7 1/2" EQ.EQ. 7 1 / 2 " EQ . EQ . ORDER CONFIRMATION BOARD BOLT PATTERN ANCHOR BOLTS: (4) 3/4" DIA. AT MENU BOARD / ORDER CONFIRMATION BOARD FULL THREAD CONDUIT - SEE SCHEDULE FOR REQUIREMENTS ANCHOR BOLTS: (4) 1/2" DIA. AT ORDER CONFIRMATION BOARD FULL THREADNOTE: FRONT (CURB SIDE) IS THIS DIRECTION ANCHOR BOLTS TOP OF FOOTING TO BE LEVEL WITH TOP OF CURB AND LANDSCAPE BRICK PAVERS (2) #3 TIES AT 2" ON CENTER (6) #5 BARS VERTICAL WITH #3 TIES AT 10" ON CENTER ORDER CONFIRMATION BOARD BARS MENU / PREVIEW BOARD BARS ORDER CONFIRMATION BOARD FOOTING MENU / PREVIEW BOARD FOOTING CONDUIT SCHEDULE DEVICE POWER DATA OCB MENU BOARD (1) 3/4" (1) 3/4" (3) 1" NONE NOTE: VERIFY BOLT PATTERNS PRIOR TO CONSTRUCTION CONNECTION OF MENU BOARD AND ORDER CONFIRMATION BOARD TO PIER BY OTHERS NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE OT LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION NOTES 1. FOUNDATION SHOWN IS A TYP. DESIGN. WIND LOADS OF MORE THAN 100 MPH & UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORTS. 2. FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES. 34" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE TOP OF PAVEMENT 34" STL. BASE PLATE 1 0 "(ST D ) 1 1 "(W I N D ) 10"(STD)11"(WIND) (4) #5 BARS w/ #3 TIES @ 12" - LOCATE ALTERNATE LOCATIONS FROM A.B. 2'-6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH CONCRETE. (4)34"X24"X4" ANCHOR BOLTS W/ 2-3/4" MIN. BOLT PROJECTION (STD). (4) 1"X36"X4" ANCHOR BOLTS W/ 312" MIN. BOLT PROJECTION (100+ MPH WINDS) 2" HAND HOLE W/ COVER 12" ABOVE BASE 4" SQ. STL. LIGHT POLE (STANDARD) 5" SQ. STL. POLE (100+ WIND LOAD AREAS) 3" x 3" HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS 14" STL. LEVELING PLATE 34" SPACE. NO GROUT 912" BOLT CIRCLE (STD) 11" BOLT CIRCLE (+100 MPH WIND) 34" STL. BASE PLATE (STD) 1" (100+ MPH WIND LOADS) ON A 14" THK. LEVELING PLATE. 1" DIA. BOLT HOLES (STD) 114" DIA. BOLT HOLES (WIND) BASE PLATE FOUNDATION 2 ' - 6 " 2 ' - 0 " 5 ' -0 " M I N I M U M O R B E L O W L O C A L F R O S T D E P T H SITE DETAILS A100 OCB, CANOPY & MENU BOARD ENLARGED PLAN3/8"=1'-0"1 LIGHT POLE FOUNDATION DETAILN.T.S.2 BIKE RACKN.T.S.3 MENU BOARDN.T.S.7OCB AND MENU BOARD FDTN.3/4"=1'-0"6CLEARANCE BAR (PORTAL) ENLARGED PLAN3/8"=1'-0"5 N N MONUMENT SIGNN.T.S.4 G.C. TO PROVIDE CONCRETE FOUNDATION W/ ANCHOR BOLTS PER MANUFACTURER REQUIREMENTS. FINAL COORDINATE WITH SIGN MANUFACTURER / SUPPLIER FULL SCOPE OF G.C. REQUIRED WORK AND DETAILS PRIOR TO SUBMITTING BIDS. 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN 10'-0"10" 4' - 0 " 6' - 0 " 2' - 0 " 5' - 6 " SIGNAGE INDICATED IS SCHEMATIC REPRESENTATION ONLY. FINAL SIGN DETAILS AND DIMENSIONS TO BE PROVIDED BY SIGN VENDOR 6.4 5 '-0 " DRIVE-THRU CANOPY 120V, 60HZ, 4A USED SAME TIMED CIRCUIT AS MENU BOARD ORDER CONFIRMATION BOARD (OCB) 120V, 60HZ, 0.45A ISOLATED GROUND CIRCUIT ALWAYS HOT (UN-TIMED) I.G. RECEPTACLE. INSTALLED IN BASE OF SPEAKER POST. MENU BOARD (1) 3/4" POWER CONDUIT TO BUILDING (1) 1" DATA CONDUIT TO MANGER'S OFFICE, (2) 1" DATA CONDUITS TO DRIVE-THRU WINDOW AREA. (1) 3/4" POWER CONDUIT TO BUILDING CONCRETE CURB PREFAB MAGNETIC LOOP. PROVIDED BY OWNER, G.C. TO INSTALL UNDER PAVING. INSTALL MAGNETIC LOOP AS SHOWN IF OCB / SPEAKER POST LOCATION HAS MOVED. NOTE: SOLDER AND INSULATE MAGNETIC LOOP CONNECTIONS NOTE: SEE ELECTRICAL DRAWINGS FOR POWER AND P.O.S. LOW VOLTAGE AND COORDINATE (1) 3/4" POWER CONDUIT TO MENU BOARD FROM CANOPY NOTE: MENU BOARD, ORDER CONFIRMATION BOARD AND DRIVE-THRU CANOPY SUPPLIED BY OWNER, INSTALLED BY OWNER'S SIGN VENDOR. CONTRACTOR TO PROVIDE FOUNDATIONS AND ELECTRICAL COORDINATE ANCHOR BOLT AND BASE PLATE LOCATIONS WITH OWNER AND SIGN VENDOR NOTE: TOP OF FOUNDATIONS SHALL BE LEVEL WITH TOP OF CURB AND TOP OF CONCRETE PAD. 15"± FACE OF CURB TO FACE OF FOUNDATION 8"± CL OF BOLLARD TO FACE OF FOUNDATION DASHED LINE INDICATES YELLOW PLASTIC BOLLARD COVER, SUPPLIED BY OWNER, INSTALLED BY G.C. 6" Ø STEEL POST FILLED WITH CONCRETE 18" Ø CONCRETE FOOTING FINISH SURFACE SURFACE OF DRIVE-THRU LANE DASHED LINE INDICATES CURBING AT DRIVE-THRU AT DRIVE-THRU INFILL AREA BETWEEN BUILDING WITH CONCRETE ENTIRE LENGTH OF BUILDING 4' - 0 " 4' - 0 " 3" CL SITE DETAILS A101 DRIVE-THRU CANOPYN.T.S.1 DRIVE-THRU COMMUNICATIONS ISOMETRICN.T.S.2 CLEARANCE BAR (PORTAL)N.T.S.3 BOLLARD DETAIL1"=1'-0"4 NOT USED5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN 6.4 SITE LIGHTING A102 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN PHOTOMETRIC 6.4 2 X 4 2 X 8 2 X 4 2 X 4 2 X 4 2 X 6 2 X 6 2 X 4 2 X 6 2 X 4 2 X 4 2 X 4 2 X 6 2 X 4 2 X 4 2 X 6 2 X 4 2 X 6 2 X 6 2 X 6 2 X 6 2 X 6 2 X 6 2 X 6 2 X 4 2 X 6 2 X 6 FREEZER TRASH COOLER DRY STOR. OFFICE PREP WARE WASHING DRY STOR. UTILITY WOMEN KITCHEN TB COOK MEN PASSAGE VESTIBULE CUSTOMER SERVING DINING DRIVE-THRU 13'-0 1/4" 96'-7" 1'-4 1/4"6'-3"1'-2 1/2"5'-1" R.O. 4 1/2"5'-1" R.O. 10'-6"4'-1" R.O. 62'-7 3/4" 4'-8" E.I.F.S. DIM. 12'-11" E.I.F.S. DIM. 4'-8" E.I.F.S. DIM. 11'-10 3/4" E.I.F.S. DIM. 4'-8" E.I.F.S. DIM. 12'-1 3/4" E.I.F.S. DIM. 4'-8" E.I.F.S. DIM. 11'-7 3/4" E.I.F.S. DIM. 4'-8" E.I.F.S. DIM. 3'-10 1/2" 8 3/8"16'-8 7/8"17'-7"16'-6 3/4"16'-9 3/4"16'-3 3/4" 8 3/8" 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 8 3 / 8 " 27 ' - 4 " 8 3 / 8 " 8" 95'-2 3/4" 18'-4 1/2"11'-9 3/4"65'-0 1/2" 2'-0"5'-1" R.O.4 1/2" 5'-1" R.O.4 1/2" 5'-1" R.O. 4 1/2" 5 1/2" 5'-3 1/8" R.O. 4 1/2"5'-3 1/8" R.O. 5 1/2"21'-8 1/8"3'-10 1/2" R.O. 23'-5 7/8"12'-0" R.O. 4'-0" 9'-4 7/8"4'-8" E.I.F.S. DIM. 28'-2" E.I.F.S. DIM. 4'-8" E.I.F.S. DIM. 34 ' - 1 1 / 2 " 7' - 9 3 / 4 " 20 ' - 1 3 / 4 " 6' - 2 " 1' - 1 3 / 4 " 5' - 3 " R. O . 4 1 / 2 " 5' - 3 " R. O . 4 1 / 2 " 5' - 3 " R. O . 2' - 6 " 17'-9 5/8"6'-6 1/2"10'-7 1/8"25'-6"5'-10 1/2" 9'-0 1/2"1'-6" 4' - 1 " 6' - 1 0 " 7' - 1 1 " 4' - 4 1 / 2 " 2' - 0 " 3' - 0 " 2'-1 1/2"7'-6 1/2"7'-3 1/4"6'-1 1/8"7'-6 1/2"20'-0" 14'-3" 1'-4 1/4" 9' - 3 " 3' - 0 1 / 2 " 2'-0" 2' - 1 " 7'-0 1/4" 9' - 9 1 / 2 " 10 ' - 4 " 6' - 3 1 / 2 " 1' - 9 " 17 ' - 1 0 1 / 2 " 3 1 / 4 " 8' - 0 " 3 1 / 4 " 3"13'-0"6'-0"3 1/2" 27'-0" 4' - 0 1 / 2 " 7' - 2 1 / 4 " 7 1 / 2 " 8" 5' - 0 1 / 2 " R. O . 5 1 / 2 " 6'-11 3/8" 6' - 2 " 5 1 / 2 " 5' - 0 1 / 2 " R. O . 8" 5'-3" GYP. TO GYP. 1'-2" GYP. TO GYP. 2" 1' - 6 1 / 2 " 3' - 6 " 2' - 0 " 2'-9 7/8" 4'-11 5/8"CL 2 A301 1 A300 1 A301 3 A301 FLOOR PLAN A200 FLOOR PLAN1/4"=1'-0"1 N WALL LEGEND FLOOR PLAN NOTES FLOOR PLAN KEY NOTES TYPICAL EXTERIOR WALL: 2X6 WD. STUDS AT 16" O.C. WITH SHEATHING AS SCHEDULED (SEE STRUCTURAL DRAWINGS) AND R-21 FIBERGLASS BATT INSULATION U.N.O. FULLERTON SHALL PROVIDE 2 LAYERS OF GRADE 'D' 60 LB BUILDING PAPER. TYPICAL INTERIOR WALL: 2X4 WD. STUDS AT 16" O.C. (2X6 OR 2X8 WHERE NOTED). INTERIOR SOUND-RATED WALL: TYPICAL INTERIOR WALL WITH 3 1/2" OR 5 1/2", UNFACED FIBERGLASS BATT INSULATION. HOOD WALL: TYPICAL EXTERIOR WALL WITH METAL STUDS, 1/2" CEMENT WALL BOARD AND 20 GA. S.S. PANEL BEHIND HOOD. WALL SUBSTRATES: SEE FULLERTON BUILDING SYSTEMS FOR ADDITIONAL INFORMATION - DINING ROOM: 1/2" GYPSUM WALLBOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. SEE 17 & 19/A503. (NOTE: 1/2" CEMENT BOARD IS TO BE SUBSTITUTED FOR GYPSUM WALLBOARD FOR THE FIRST 5" A.F.F. FOR BASE TILE APPLICATION. (SEE ELEVATION DRAWING SHEET A600 FOR LOCATIONS) - KITCHEN WALLS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO 12" A.F.F.. 1/2" CDX PLYWOOD WITH F.R.P. SURFACE FINISH FROM 12" A.F.F. TO 6" ABOVE CEILING HEIGHT U.N.O. IF DOUBLE SIDED SHEAR WALL PLYWOOD IS SPECIFIED, THE PLYWOOD SHALL BE CONTINUOUS FROM SILL PLATE TO TOP PLATE. SEE 20/A503. 1/2" CEMENT WALLBOARD FULL HEIGHT ON METAL STUD WALLS AT HOOD WITH STAINLESS STEEL WALL PANEL LOCATIONS. SEE HOOD WALL LEGEND ABOVE. - RESTROOM WALLS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF CERAMIC WALL TILE FINISH, WITH 5/8" HI-IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. (SEE SHEET A201 FOR HEIGHTS AND LOCATIONS) NO SUBSTITUTIONS ALLOWED. FINISH AS SCHEDULED. SEE 18/A503. - TRASH ROOM WALLS: FIRE RATED WALLS TO RECEIVE FULL HEIGHT GYPSUM WALLBOARD ALL OTHER WALLS TO RECEIVE 1/2" PLYWOOD FROM FINISHED FLOOR TO 4'-0" A.F.F. THEN 1/2" GYPSUM WALLBOARD FROM PLYWOOD TO CEILING. FIRE RATED WALLS TO RECEIVE 1/2" PLYWOOD OVER GYPSUM WALLBOARD AND ALL WALLS TO RECEIVE WHITE F.R.P. FROM FINISHED FLOOR TO 4'-0" A.F.F. WITH HORIZONTAL F.R.P. TRIM CAP. - ALL OTHER FRAME WALL CONDITIONS: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO HEIGHT OF CERAMIC TILE FINISH, WITH 1/2" GYPSUM WALLBOARD FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. FINISH AS SCHEDULED. DIMENSIONS: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. REFER TO FOUNDATION PLAN FOR FACE OF CONCRETE DIMENSIONS. 2. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MINIMUM REQUIRED NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES WITH VENDOR PRIOR TO INTERIOR WALL FRAMING. WINDOWS / DOORS: 1. SEE SHEET A000 FOR WINDOW TYPES AND DOOR SCHEDULE. 2. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENINGS. FINISH SUBSTRATES: 1. PROVIDE 1/2" THICK CEMENT WALL BOARD. FROM FLOOR SLAB TO 12" A.F.F. MINIMUM IN LIEU OF GYPSUM WALLBOARD AT WALLS EXCEPT SHEARWALL SURFACES, U.N.O. 2. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 3. ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 1/2" CDX PLYWOOD SUBSTRATE, U.N.O. DECOR: 1. SEE A203 FOR FLOOR FINISHES. 2. SEE A204 FOR CEILING FINISHES. 3. SEE A205 FOR SEATING PLAN AND DETAILS. 4. SEE A600 AND A601 FOR WALL FINISHES. GENERAL: 1. FULLERTON BUILDING SYSTEMS TO ENSURE THAT ALL NAIL / SCREW FASTENING POINTS ARE CLIPPED OFF / REMOVED WITHIN WALL CAVITY PRIOR TO INSTALL OF WALL INSUL. AND VAPOR BARRIER. G.C. TO COORDINATE. 2. FULLERTON BUILDING SYSTEMS TO ENSURE ALL "L" ROOF TRUSS CLIPS AND FASTENERS ARE INSTALLED CORRECTLY WITHIN THEIR RESPECTIVE CLIP SLOTS. G.C. TO COORDINATE. 3. G.C. TO PROVIDE UNFACED FIBERGLASS BATT INSULATION R-21 WITH POLY VAPOR BARRIER AT EXTERIOR WALL STUD CAVITY. TAPE AND SEAL ALL VAPOR BARRIER SEAMS. 4. OWNER TO PROVIDE THREE FIRE EXTINGUISHERS - (2) 10 LB. ABC AND (1) K CLASS - TO COMPLY WITH LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING AGENT. 5. THESE DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. 6. ALL ATTACHMENTS MADE THROUGH WALLS SHALL BE SLEEVED OR GROMMET SET IN SEALANT TO PREVENT DAMAGE TO THE FINISH. 7. ALL PENETRATIONS THROUGH WALLS & CEILINGS SHALL BE SEALED USING MFR'S. APPROVED METHOD. 8. ALL WALL AND CEILING PENETRATIONS IN TRASH ROOM TO BE SEALED WITH A FIRE RATED SEALANT. 9. PAINT ALL EXTERIOR EXPOSED PIPING TO MATCH ADJACENT WALL. 10. PROVIDE 2" RIGID INSULATION R-10 WITH 1/2" BILDRITE PROTECTION BOARD ON EXTERIOR FACE OF RIGID INSULATION ON THE FOUNDATION, FROM TOP OF FOOTING TO TOP OF FOUNDATION CONTINUOUSLY AROUND PERIMETER OF FOUNDATION. 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN -1 6.4 32'-11" SLATWALL SYSTEM 6" 32'-5 3/8" PURPLE WALL 18'-11" VALANCE SYSTEM 10 1/2" 4 1/2" 10 ' - 6 " 8' - 0 " TYP.TYP. BEYOND BEHIND SLATS 8 3 8 25 34 2323 21 13 21 10 21 10 21 25 33 28 21 35 21 18 30 21 10 21 21 10 21 20 4 7 44 21 10 21 24 24 11 3 12 21 12 8 381 8 12 8 8 88 9 3 55 9 89 8 8 4 6 449 8 7 7 12 3 10 3 D C D DD C D D C D D A B V-940 V-XX1 V-XX2 20 24'-0" T.O. TOWER FRAMING 21'-6" T.O. PARAPET FRAMING 13'-8" B.O. SIGN LETTERS 9'-0" STOREFRONT HEAD R.O. 1'-6" STOREFRONT SILL R.O. 0'-0" T.O. SLAB 1'-6" E.I.F.S. TRANSITION 7'-2 1/4" T.O. DOOR HEAD R.O. 8'-0" T.O. DOOR HEAD 9'-0" T.O. E.I.F.S. TRANSITION 18'-10" T.O. PARAPET FRAMING BEYOND 21 9 B 21 8 A 8 21 8 A 14'-8" T.O. ROOF BEYOND 27 17'-5" T.O. E.I.F.S. LEDGE PARAPET CAP SLAT WALL BY VENDOR 1" E.I.F.S. MAIN BUILDING WALL BEHIND VALANCE AND SLATS ALUMINUM VALANCE BY VENDOR 2" HIGH IMPACTE.I.F.S. MAIN BUILDING WALL 3 10 9 V-XX1 V-XX2 A 1" 1"9'-0" BOTTOM OF VALANCE/T.O. E.I.F.S. LEDGE D PARAPET CAP 1" E.I.F.S. 2" THICK E.I.F.S. ACCENT BAND 1" HIGH IMPACT E.I.F.S. MAIN BUILDING WALL 3 8 9 9 9 8 A B C 1" 1" 9'-0" E.I.F.S. TRANSITION UNDERSIDE OF E.I.F.S. TRANSITION 13'-8" T.O. E.I.F.S. LEDGE E.I.F.S. LEDGE EXTERIOR ELEVATIONS A300 NORTH ELEVATION1/4"=1'-0"1 SLAT WALL COLOR TRANSITION1/2"=1'-0"2 E.I.F.S. THICKNESS COLOR TRANS.1/2"=1'-0"3 QTY ITEM DESCRIPTION ELEC.QTY ITEM DESCRIPTION ELEC. NOTE: SIGNAGE UNDER SEPARATE PERMIT V-930 2 TACO BELL 'BELL' SIGN 3'-10"W X 3'-6"H (13.4 S.F.)X V-940 1 TACO BELL LETTERS 14"H, WHITE, CHANNEL LETTERS - HORIZONTAL (9.9 S.F.)X V-940 2 TACO BELL LETTERS 14"H, WHITE, CHANNEL LETTERS - STACKED (10.4 S.F.)X V-900 1 TACO BELL 'MONUMENT / BREAKFAST' SIGN 10'-0"W X 4'-0"H SIGN FACE - T.O. SIGN AT 6'-0" ABOVE GRADE (40 S.F.) X V-XXXV-XXX V-350 1 TACO BELL DRIVE-THRU / ENTRY CANOPY X V-XX1 2 SLAT WALL SYSTEM X V-XX2 2 ALUMINUM VALANCE SYSTEM GENERAL NOTES CANOPY AND BUILDING ACCENT SCHEDULE SIGN SCHEDULE EXTERIOR FINISH SCHEDULE E.I.F.S. LEGEND / NOTES EXTERIOR ELEVATION KEY NOTES 1 BUILDING SIGN, BY VENDOR. REQUIRES ELECTRICAL, SEE ELECTRICAL PLANS. DRIVE-THRU WINDOW. SEE SHEET A000 AND A200. DASHED LINE INDICATES ROOF BEYOND. STOREFRONT, TYPICAL. NOT USED. SWITCH GEAR. PAINT TO MATCH WALL. CORRUGATED METAL ROOF SYSTEM PROVIDED BY FULLERTON. FULLERTON PANEL JOINT, WITH BACKER ROD AND SEALANT TO MATCH FINISH. ASSUME DRIVE-THRU LANE SURFACE IS 6" BELOW THE FINISH FLOOR. REFER TO GRADING AND SITE PLAN. 1/2"W X 1/2"D V-GROOVE REVEAL. TOWER WITH METAL PANEL FINISH PROVIDED BY FULLERTON. PREFINISH PARAPET COPING. CO2 FILLER VALVE AND COVER. SEE DETAIL 4/A502 SIMILAR. EASIWASH EXTERIOR ACCESS PANEL. SEAL AIR & WEATHER TIGHT TO WALL WITH SEALANT TO MATCH ADJACENT EXTERIOR WALL FINISH. GAS SERVICE. DO NOT PAINT. WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PAINT TO MATCH ADJACENT WALL. CONCRETE CURB. NOT USED. BREAK METAL COVER OVER WOOD STUDS TO MATCH STOREFRONT. SEE 15/A501. E.I.F.S. (TYPICAL). WOOD RAFTERS BY FULLERTON. SEE FULLERTON'S STRUCTURAL DRAWINGS. PAINT ALL EXPOSED SURFACES AND UNDERSIDE OF DECKING AS SCHEDULED. BOLLARD, SEE DETAIL 4/A101. SLAT / VALANCE BY VENDOR. WALL PACK LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. NOT USED. ADDRESS SIGN. 8" HIGH WHITE VINYL LETTERS APPLIED TO GLASS SURFACE. FIRE DEPARTMENT KNOX BOX. STOREFRONT DOOR. REFER TO DOOR SCHEDULE. HOSE BIBB LOCATION. REFER TO PLUMBING AND DETAIL 19/A502. NOT USED. DRIVE-THRU / ENTRY CANOPY BY VENDOR. EMERGENCY LIGHT FIXTURE WITH BATTERY BACK UP, SEE ELECTRICAL DRAWINGS. O.H. DOOR AS SCHEDULED. INSULATED HOLLOW METAL DOOR AND FRAME. PAINT TO MATCH WALL. ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 9, 19 AND 20/A500. FRESH AIR INTAKE METAL GRILL, PAINT TO MATCH WALL AND SEAL AIR AND WEATHER TIGHT. VERIFY LOCATION. PAINT TO MATCH WALL. NOT USED. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A B C D BASE THICKNESS - 1" THICK E.I.F.S. BASE THICKNESS - 2" THICK E.I.F.S. BASE THICKNESS - 1" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED). BASE THICKNESS - 2" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED). MISCELLANEOUS: 1. SEE SHEET A000 "WINDOW TYPES" FOR WINDOW ELEVATIONS. 2. E.I.F.S. TEXTURE TO BE QUARTZ PUTZ. SEALERS (REFER TO SPECIFICATIONS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL AT WINDOWS. 3. APPLY NEOPRENE GASKET (CONTINUOUS) BETWEEN BUILDING AND CANOPY. "CRITICAL" DIMENSIONS: 1. REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARD SIGNAGE / BUILDING ELEMENTS DIMENSIONS. NOTE: NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDING PERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OF REQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED SIGNS. 22 1 CANOPY RAFTER/ BEAM PAINT SHERWIN WILLIAMS SW3022 "WOODSCAPES BLACK ALDER" 5 PIPE BOLLARDS STREET SMART YELLOW - 1/4" THICK PLASTIC COVER (US.POSTMAN.COM) OR EQUAL 3 PARAPET CAP FIRESTONE UNICLAD DARK BRONZE SF 2 CANOPY COLUMN PAINT SHERWIN WILLIAMS SW 7062 "ROCK BOTTOM" 4 STOREFRONT WINDOWS TBD CLEAR ANODIZED ALUMINUM 6 PATIO AND VESTIBULE ROOF BERRIDGE S-DECK PREWEATHERED GALVALUME 7 SLAT WALL AND VALANCE COLOR VENDOR SW 7034 "STATUS BRONZE" (EQUAL) 8 MAIN BUILDING COLOR (E.I.F.S.)SHERWIN WILLIAMS SW 7067 "CITYSCAPE" (GRAY) 9 ACCENT COLOR (E.I.F.S.)SHERWIN WILLIAMS SW 6098 "PACER WHITE" (WHITE) 10 WALL COLOR BEHIND SCREEN WALL (E.I.F.S.)SHERWIN WILLIAMS SW 6831 "CLEMATIS" (PURPLE) 11 NOT USED -- 14 CANOPY COLOR VENDOR SW 7034 "STATUS BRONZE" (EQUAL) SHERWIN WILLIAMS: BRAD HARRINGTON, 216-228-5558 X115 (PHONE), BRAD.E.HARRINGTON@SHERWIN.COM (EMAIL) E.I.F.S. CONTACT: STO CORP.: CHUCK DUFFIN, 940-894-2092 (PHONE), 940-894-2095 (FAX) CDUFFIN@STOCORP.COM (EMAIL) SYMBOL AREA MANUFACTURER COLOR CONTACT INFORMATION SHERWIN WILLIAMS: BRAD HARRINGTON, 216-228-5558 X115 (PHONE), BRAD.E.HARRINGTON@SHERWIN.COM (EMAIL) 12 METAL PANELS WESTERN STATES 18" A606-4 RUSTWALL PANELS 13 NOT USED -- METAL ROOFING 38 PAINTING OVER E.I.F.S. / STUCCO APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. - PRIMER: 1 COAT SW A24W8300, LOXON CONCRETE & MASONRY PRIMER. - FINISH: 2 COATS SW A82-100 SERIES, A-100 EXTERIOR LATEX SATIN 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN 21 6.4 CENTER SIGNAGE ON TOWER 9' - 3 " 3' - 3 " 6"20'-8" SLATWALL SYSTEM 20'-1 1/4" PURPLE WALL 6'-0"3'-0" SLIDE BEHIND VALANCE BEYOND 3 8 10 21 21 21 21 21 21 21 21 10 8 12 10 21 9 21 21 10 21 30 2 17 25 32 21 4 10 21 21 21 23 21 4 2121 12 12 21 3 11 1 1 324 21 23 12 33 7 10 8 9 4 9 8 8 5 9 4 14 4 8 9 8 8 8 88 8 9 8 3 8 9 8 9 8 5 B B C D D A D B A D C B A B A D C B A D C V-350 V-XX2 V-940 V-930 18'-10" T.O. PARAPET FRAMING 8'-0" B.O. WDW. HEAD R.O. 0'-0" T.O. SLAB 17235 9 10 17235 9 10 17235 9 10 17 9235 14 6'-0" WINDOW SILL R.O. 9'-0" WINDOW HEAD R.O. 11'-11" V-GROOVE REVEAL 20'-6" C OF SIGN BELL 15'-9" B.O. SIGN LETTERS 21'-6" T.O. PARAPET FRAMING 24'-0" T.O. TOWER FRAMING L 10 18 10 21 9 D 21 9 D L C 8 8 8 8 21 21 21 8 8 9 B D C 9'-0" B.O. AWNING/ 1'-6" E.I.F.S. TRANSITION E.I.F.S. TRANSITION CL TYP.TYP.TYP. BEHIND SLATS 11 1 1 3 21 10 29 4 10 21 44 21 20 20 4 21 20 21 29 4 21 22 7 25 33 24 24 3 2112 12 9 3 10 44 8 8 4 4 2 8 4 4 9 1 6 7 7 8 A D D D D D C V-XX1 V-XX2 V-930 V-940 24'-0" T.O. TOWER FRAMING 20'-6" OF SIGN BELL 15-9" B.O. SIGN LETTERS 0'-0" T.O. SLAB 1'-6" STOREFRONT SILL R.O. 9'-0" STOREFRONT HEAD R.O. 21'-6" T.O. PARAPET FRAMING 4 TYP. BEYOND BEYOND BEYOND 3 7 25 33 22 21 21 20 29 4 21 12 12 37 21 23 12 12 8 21 6 16 6 16 36 21 3 21 15 4 10 3 3 6 1 8 4 4 4 8 5 8 8 8 9 3 3 A C D D C B A 15'-4" T.O. PLATE 9'-0" STOREFRONT HEAD R.O. 0'-0" T.O. SLAB 23 5 BEYOND 11 12 8 8 1'-6" E.I.F.S. TRANSITION 18'-10" T.O. PARAPET FRAMING 8' - 1 0 " 17 9 38 SHOWN FADED, IN FOREGROUND 13'-5 1/2" T.O. ROOF BEYOND 23 5 17'-5" T.O. REVEAL 3'-0" D.T. WDW. SILL R.O. 8'-0" ENTRY CANOPY 6"6"4'-2 1/2" VALANCE SYSTEM 7'-10 1/2"± VALANCE SYSTEM 32 14 V-350 EXTERIOR ELEVATIONS A301 SOUTH ELEVATION1/4"=1'-0"1 EAST ELEVATION1/4"=1'-0"2 WEST ELEVATION1/4"=1'-0"3 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. - Typed Name DateLicense Number 5547 WEST BROADWAY CRYSTAL, MN 55428 TB18-01 GGD 05.15.2018SITE PLAN REVIEW: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDI Applicant/Owner: BFI REAL ESTATE HOLDINGS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Tenant: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Barb Schneider Phone: 763-489-2970 EXPLORER LITE 40 SEATS / 2,701 S.F. 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 N TACO BELL, CRYSTAL, MN 6.4 55 4 7  We s t  Br o a d w a y Cr y s t a l ,  Mi n n e s o t a 05.15.2018 Pe r s p e c t i v e  1 AT T A C H M E N T E 6.4 55 4 7  We s t  Br o a d w a y Cr y s t a l ,  Mi n n e s o t a 05.15.2018 Pe r s p e c t i v e  2 6.4 55 4 7  We s t  Br o a d w a y Cr y s t a l ,  Mi n n e s o t a 05.15.2018 Pe r s p e c t i v e  3 6.4 55 4 7  We s t  Br o a d w a y Cr y s t a l ,  Mi n n e s o t a 05.15.2018 Pe r s p e c t i v e  4 6.4 55 4 7  We s t  Br o a d w a y Cr y s t a l ,  Mi n n e s o t a 05.15.2018 Pe r s p e c t i v e  5 6.4 Memorandum DATE: June 19, 2018 TO: City Council FROM: Mark Ray, PE, Director of Public Works Mick Cyert, Engineering Project Manager SUBJECT: 2018 pedestrian curb ramp replacement and concrete repairs project Summary Each year the City has miscellaneous concrete work done throughout the City. This year’s project will include: 1)Replacement of five pedestrian ramps along Bass Lake Road 2)Welcome Park curb and sidewalk work (whe0re the old road segment was closed) 3)Welcome and 36th Ave Pedestrian Crosswalk enhancements 4)Three new pedestrian curb ramps at the Community Center where there is full height curb currently 5)Completing a gap in the existing sidewalk network on the City Hall campus 6)Miscellaneous sidewalk panel replacements 7)Miscellaneous curb replacement work Cost The budget for the miscellaneous work is $95,000. The work scope will be adjusted as needed to fit within the budget. Funding comes from the Street Improvement Capital Fund. Quotes The City solicited quotes from a number of contractors, including those already doing work in the City. Unfortunately, only one quote was received from Create Construction. Staff did follow up with some of the contractors and they said they were too busy to take on additional work. That said, Create Construction’s unit prices were in line with the engineering estimate. As noted previously, the work scope will be adjusted to fit within the available budget. While Create Concrete has not done work in the City previously, they have done concrete work in Maple Grove, Columbia Heights, and Coon Rapids. Recommended Action Motion authorizing the contract with Create Construction for the 2018 pedestrian curb ramp replacement and concrete repairs project. 6.5 RESOLUTION NO. 2018- ___ AWARDING THE CONTRACT FOR 2018 PEDESTRIAN CURB RAMP REPLACEMENT AND CONCRETE REPAIRS PROJECT WHEREAS, the Crystal City Council is committed to providing and maintaining quality infrastructure that is essential for everyday residential, commercial, industrial, and recreational activities in the City; and WHEREAS, the City has started a program to reconstruct pedestrian curb ramps in the City to meet current requirements and standards; and WHEREAS, the City also routinely needs various types of concrete repairs completed each year; and WHEREAS, the City has allocated funding in the Street Improvement Fund for such work; and WHEREAS, one quote was received and opened on June 7, 2018; and WHEREAS, Create Construction provided the lowest quote for the project. NOW, THEREFORE, BE IT RESOLVED that the Crystal City Council hereby awards the contract for the 2018 pedestrian curb ramp replacement and concrete repairs project to Create Construction. BE IT FURTHER RESOLVED that the Mayor and City Manager are hereby authorized to sign such agreement. Adopted by the Crystal City Council this 19th day of June, 2018. _____________________________ Jim Adams, Mayor ATTEST: _____________________________ Kim Therres, Assistant City Manager 6.5 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: June 15, 2018 City Council Second Work Session Agenda June 19, 2018 Following the City Council meeting Conference Room A Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the second work session of the Crystal City Council was held at ______ p.m. on June 19, 2018 in Conference Room A, 4141 Douglas Dr. N., Crystal, Minnesota. I. Attendance Council Members Staff ____ Kolb ____ Norris ____ LaRoche ____ Therres ____ Parsons ____ Gilchrist ____ Adams ____ Ray ____ Budziszewski ____ Revering ____ Dahl ____ Sutter ____ Deshler ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda items: 1. Review of new website.* 2. West Metro Fire-Rescue District 2019 budget review and other updates. 3. Becker Park project update. 4. 3856 Maryland Ave. N. surplus property update.* 5. Snow/ice policy, including sidewalks. 6. Constituent issues update. 7. City manager monthly update. 8. New business.* 9. Announcements.* III. Adjournment The work session adjourned at ______ p.m. Auxiliary aids are available upon request to individuals with disabilities by calling the City Clerk at (763) 531- 1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: June 14, 2018 TO: Mayor and City Council Anne Norris, City Manager FROM: John Elholm, Recreation Director SUBJECT: Becker Park Update – 50% Plans The City of Crystal completed a Park System Master Plan late in 2017. While the master plan looked at all parks in the city, making improvements to Becker Park was identified as the highest priority. A planning contract was approved with WSB & Associates early in 2018 to begin developing plans for this park, with construction of amenities scheduled for 2019. Phase 1 improvements proposed at Becker Park consist of an inclusive play area, performance area, spray pad (fountain), lawn areas and other amenities to make the park a community gathering space. A key piece of this project is coordinating with the stormwater project also being planned in the park, as well as other nearby projects. The Becker Park planning process has included:  December 19, 2017 - Park System Master Plan approved  January 2, 2018 – Contract with WSB & Associates for design work approved  April 26, 2018 – Becker Park Open House for 30% plans Development of 50% plans was recently completed, and will be discussed with the council at the work session on June 19. Memorandum DATE: June 19, 2018 TO: City Council FROM: Mark Ray, PE, Director of Public Works SUBJECT: Snowplowng/ice control policy and sidewalks Background Over the past few years a lot of work has been done on a variety of topics that while seemingly unconnected, are in-fact related. The topics to be discussed at this work session are the proposed snowplowing/ice control policy and ownership/maintenance of sidewalks. Sidewalk long term planning In an effort to balance maintenance needs with available funding, staff has reviewed the City sidewalk system looking for potential additions as well as removals. The removals considered are segments that are not connected to the larger system on both ends and there are no current plans or current perceived need to connect them. Attached to this memo is a map showing the non-networked sidewalks and their approximate length that are under consideration. The only currently proposed addition to the sidewalk system is a portion of W. Broadway Avenue in the Broadway Park area that does not have any sidewalks on it or has a sidewalk only on one side. This is the only segment of County Highway in the City without sidewalks on both sides of the road. Since W. Broadway Ave is a County Highway, it is important to provide pedestrians with off-street facilities for walking. Resident input gathered In late January 2018 the City sent letters to all the properties that abutted the sidewalks that were being considered for removal (non-networked). Feedback was requested by early March 2018. A second letter was then sent in late March 2018 to those properties that did not respond to the first request. Again, feedback was requested by late April 2018. These letters are attached to this memo. Responses: • 37 Properties contacted • 22 (59%) Responses received Other information that is not relevant in this context: • 14 (64% of responses) supported removal • 8 (36% of responses) did not support removal The reason the overall support/non-support for removal results is not relevant in the broad context is because the sidewalks should be looked at on a case-by-case basis for each segment. For example, for a segment of sidewalk that is only in front of one property the results may be quite different than for a sidewalk that spans six properties which may have more mixed feedback. A summary of the resident responses are attached to this memo. City Code Chapter 8 With the revisions to Chapter 8 of the City Code, Section 815 now states “Sidewalks; snow and ice removal. The city will provide for snow removal from sidewalks of the city in accordance with a policy adopted by the city council that takes into account the amount of available personnel, equipment, and funds the city reasonably has available for such activities”. The policy being referenced in Code is what has been brought to the Council for consideration at this work session. Snowplowing/Ice Control Policy The proposed Snowplowing/Ice Control Policy (included as an attachment to this memo) covers the main topics/issues associated with snow/ice removal operations. Some key points: 1) Still have the 1.5” snow threshold (on the street) for a full plow 2) Main routes are top priority, followed by Hill routes, and then everything else 3) City will primarily use salt for icy conditions. Some details are included regarding pavement goals post-snow event (no bare pavement goal on flatter residential streets). 4) City will maintain most of the City sidewalks a. Priority routes will be done on overtime (mainly along County Roads), other routes will not b. Non-connected sidewalks will not be maintained in the winter i. The sidewalks are scheduled to be removed by the City at some point in the future 5) Damaged mailboxes (only those that come into direct contact with City equipment) will be repaired/replaced with basic mailbox. Replacement may not be done until spring when the frost is out of the ground. 6) Turf damage will be repaired with dirt/seed. On a case by case basis the City may use sod. Repairs will be done in the spring once growing season has started. Sidewalk license and maintenance agreement For the non-connected sidewalks that the adjacent property owner wants to keep in place, they will need to sign a sidewalk license and maintenance agreement. Attached to this memo is the agreement. This agreement will do the following: • City retains ownership of the sidewalk and the public may continue to use it • The term of the agreement is 10 years, but it automatically renews • The property owner is required to complete all maintenance to keep the sidewalk safe and serviceable. The property owner is responsible for snow/ice removal in the winter if they so choose. • If the property owner fails to maintain or repair the sidewalk, then the City can do the work and assess the property. In short, either the adjacent property owner signs the sidewalk license and maintenance agreement, or the sidewalk is slated for removal at some point in the future. Attachments • Non-Network Sidewalks, potential removal map • January 2018 1st letter to residents requesting input • March 2018 2nd letter to residents requesting input • Non-Network Sidewalks, resident response summary • Snowplowing and Ice Control Policy • Sidewalk license and maintenance agreement Recommended Action Staff is looking for Council input on the Snowplowing/Ice Control policy, the sidewalk license/maintenance agreement, and will be available for any questions. At a future Council meeting the Council will be asked to take formal action on the following: • Adopting the Snowplowing/Ice Control Policy • Adopting the sidewalk license/maintenance agreement ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 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Through this evaluation process, we identified a sidewalk or portion of sidewalk adjacent to your property that has an abrupt end. The sidewalk is not connected to a larger system on both ends, and there are no plans for additional sidewalk to be connected to this segment. With many sidewalks in the city coming up for maintenance and replacement, we want to focus our resources on higher-use, connected sidewalks. The city would like to know your thoughts regarding the sidewalk with the abrupt end adjacent to your property. We have identified two potential options: 1) Keep the sidewalk as-is. Because the sidewalk is not connected to a larger network, it would have a low priority for replacement. 2) Remove the portion of sidewalk that is not part of the connected system. The city would install black dirt and sod in place of the sidewalk. There would be no cost to you for this work, but once it is done, you would be responsible for lawn care maintenance in the same manner as the rest of the boulevard. No decisions have been made, and the city would like your input before proceeding with either option. Please contact Engineering Project Manager Mick Cyert at mick.cyert@crystalmn.gov or 763-531-1161 with any input or questions by Friday, March 2, 2018. Sincerely, Mark Ray, PE Director of Public Works 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • www.crystalmn.gov G:\Projects\2018\2018-08 Sidewalk Removals\Sidewalk removal thoughts letter - 2nd letter.docx March 23, 2018 Crystal Resident RE: Sidewalk adjacent to your property (FINAL letter requesting input) Greetings, As part of the city’s on-going effort to plan for maintenance and replacement of its infrastructure, city staff has been evaluating all of the city’s sidewalks. Through this evaluation process, we identified a sidewalk or portion of sidewalk adjacent to your property that has an abrupt end. The sidewalk is not connected to a larger system on both ends, and there are no plans for additional sidewalk to be connected to this segment. With many sidewalks in the city coming up for maintenance and replacement, we want to focus our resources on higher-use, connected sidewalks. The city would like to know your thoughts regarding the sidewalk with the abrupt end adjacent to your property. We have identified two potential options: 1) Keep the sidewalk as-is. Because the sidewalk is not connected to a larger network, it would have a low priority for replacement. 2) Remove the portion of sidewalk that is not part of the connected system. The city would install black dirt and sod in place of the sidewalk. There would be no cost to you for this work, but once it is done, you would be responsible for lawn care maintenance in the same manner as the rest of the boulevard. No decisions have been made, and the city would like your input before proceeding with either option. We have received input from some of your neighbors, but would like to hear from you. Please contact Engineering Project Manager Mick Cyert at mick.cyert@crystalmn.gov or 763-531-1161 with any input or questions by Friday, April 20, 2018. Sincerely, Mark Ray, PE Director of Public Works 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • www.crystalmn.gov Remove Y/N 4713 36th Ave. Y 5625 45th Ave. 4444 Xenia Ave.Y 3712 Adair Ave.Y 3716 Adair Ave.Y 3720 Adair Ave.Y 3724 Adair Ave. 3732 Adair Ave.Y 3800 Adair Ave. 3808 Adair Ave. 3814 Adair Ave.N 3820 Adair Ave. 3826 Adair Ave. 3832 Adair Ave. 3401 Douglas Drive Y 3400 Perry Ave.N 3401 Perry Ave.N 3456 Perry Ave.Y 3457 Perry Ave. 3500 Perry Ave.Y 4367 Welcome Ave. 4301 Welcome Ave. 4401 Welcome Ave.N 3802 Zane Ave.Y 3808 Zane Ave. 3814 Zane Ave.Y 3820 Zane Ave.N 3826 Zane Ave. 3832 Zane Ave.Y 4250 Zane Ave.Y 4300 Zane Ave. 4301 Zane Ave.N 4366 Zane Ave.Y 4367 Zane Ave.N 4403 Zane Ave. 6700 46th Place N N 4263 Welcome Ave. Street Address PUBLIC WORKS DEPARTMENT POLICIES AND PROCEDURES MANUAL G:\Policies and Procedures\Policies\Snow and Ice Control\Snow plowing and ice control final.docx TITLE: Snow plowing and ice control NUMBER: EFFECTIVE DATE: 2018 NUMBER OF PAGES: 5 Purpose statement The City of Crystal, Minnesota (“City”) finds that it is in the best interest of the residents of the City to assume basic responsibility for control of snow and ice on City streets, sidewalks, and public property. Reasonable ice and snow control is necessary for access, routine travel and emergency services. The City will attempt to provide such control in a safe and cost effective manner, keeping in mind user safety, budget, personnel, and environmental concerns. The City will use City employees, equipment and/or private contractors to provide this service. This policy does not relieve the operator of private vehicles, pedestrians, property owners, residents and all others that may be using public streets, sidewalks, or public property of their responsibility to act in a reasonable, prudent and cautious manner, given the prevailing street, sidewalk, or trail conditions. Policy application This policy applies to all Public Works Department staff and adherence to it is a condition of employment with the City. When Will the City Start Snow or Ice Control Operations? Snow and ice control operations can be costly, can have negative impacts on the environment and infrastructure, and potentially involve nearly all of the public works department personnel. When significant resources are shifted to snow/ice removal operations, other City needs and priorities are put off while snow/ice removal operations are underway. As such, it is necessary to identify the circumstances and conditions under which the City can utilize its limited resources to engage in snow and ice control operations. The Street Superintendent, in consultation with the Director of Public Works, will decide when to begin snow or ice control operations. The criteria for that decision are: A. Street snow accumulation a. Accumulation of one and a half (1.5) inches or more will trigger a full plow; B. Drifting of snow that causes problems for travel; C. Icy conditions which seriously affect travel; and D. Time of snowfall in relationship to heavy use of streets. How Snow will be Plowed Snow will be plowed in an efficient manner as to minimize traffic obstructions. The snow will generally be pushed from left to right on two-way streets. On one-way streets or where Page 2 of 5 there is a center boulevard, snow may be pushed in either direction. Snow on cul-de-sacs will normally be plowed to any available space in the right-of-way as to minimize obstructions of mailboxes, fire hydrants, and driveways. When a plow goes across a bridge, the driver shall slow down so as to minimize the risk of snow going over the bridge, if possible. In times of extreme snowfall, main roads and streets with hills will be prioritized to try and maintain emergency access. Once the snowfall ends or begins to taper off, a full plow of the City will be started as soon as reasonably possible. Boulevards along streets and other public right-of-ways are intended for snow storage. Snow plow operations will be conducted so as to efficiently relocate snow from the street onto the intended storage areas. Unless there are reasonable needs (such as to minimize obstructed sight lines, avoid mailboxes, avoid fire hydrants, or similar) for specific placement of snow in the boulevards, the snow will be placed in a manner served by the most efficient clearing of the street. Plow operators will attempt, within reason, to evenly balance the amount of snow being pushed to each side of the street. However, their primary goal is to remove the snow from the street as safely and efficiently as possible under the circumstances. Plow operators will not pick up their plow blades at driveways or respond to other requests for specific snow placement. Reasonable requests in not-typical conditions (dead ends, cul-de-sacs, etc) will be considered by the Streets Superintendent. Snow Removal (Hauling) The Street Superintendent will determine if and when snow will be removed from an area by truck. Such snow removal will occur in areas where there is limited room on the boulevard for snow storage or in areas where accumulated piles of snow create potentially hazardous conditions, such as limited sight distance. Snow removal operations will not commence until other snowplowing operations have been completed. Snow removal operations may also be delayed depending on weather conditions, available staffing/equipment, or other City infrastructure priorities. The snow will be removed and hauled to a snow storage area. The snow storage area will be located so as to minimize the impact to other City operations and with an awareness of potential environmental considerations. Priorities and Schedule of Streets to be Plowed The City has classified City streets based on the street function and importance to the welfare of the community. Those streets classified as “Main Routes” will be plowed first. These are generally higher volume routes, which connect major sections of the City and provide access for emergency fire, police, and medical services. The second priority streets are those classified as “Hill Routes” because they contain significant hills which may have access issues due to snow/ice accumulation. The third priority routes are every other street in the City, including alleys and parking lots. During significant and severe storms, the City must be prepared to move personnel and equipment to maintain first and then second priority routes before working on third priority routes. In fulfilling the intent to have all priority streets as safe and passable as can reasonably be achieved considering the conditions, when resources are limited, plowing of third priority routes may be stopped at any time so resources can be shifted to priority routes. Page 3 of 5 Unforeseeable circumstances may cause delays in completing assigned plow routes. Such circumstances may include weather conditions that endanger the safety of snowplow operators and/or safe and effective operation of equipment, commuter traffic, disabled vehicles, poor visibility conditions, parked cars along streets, assistance to emergency response vehicles, equipment breakdown, equipment getting stuck, and personnel shortages. Work Schedule for Snowplow Operators Snowplow operators will be expected to work their assigned shifts. In severe snow conditions, operators sometimes have to work longer shifts pursuant to any collective bargaining contract language. The intent is to give operators at least 8 hours off between shifts, with it being desirable for 10 hours off between shifts when feasible. Traffic Regulations The City recognizes that snowplow operators are exempt from traffic regulations set forth in Minnesota Statutes, Chapter 169 while actually engaged in work on streets, except for regulations related to driving while impaired and the safety of school children. Pursuant to this authority, snowplow operators engaged in snow removal or ice control on City streets have discretion to disregard traffic laws set forth in Chapter 169, except for laws relating to impaired driving and school children safety, when in their judgment, it is safe to disregard such laws. The privileges granted herein to operators of snow removal and ice control vehicles shall apply only if the vehicle is equipped with at least one lighted lamp displaying a flashing, oscillating, or rotating amber light placed in such a position on the vehicle as to be visible throughout an arc of 360 degrees. Weather Conditions Snow and ice control operations will be conducted only when weather conditions do not unreasonably endanger the safety of snowplow operators and equipment. Factors that may delay snow and ice control operations could include severe cold, significant winds, severe ice conditions, or limited visibility. Use of Sand, Salt, and Other Chemicals The City will primarily use salt when there is hazardous ice or slippery conditions. The City is concerned about the effect of such chemicals on the environment, infrastructure, and vehicles and will limit its use for that reason. Sand and other chemicals may be used on a case-by-case basis, as available. When the weather gets closer to 30°F, City crews will scrape the streets mechanically to remove the snow pack. This is more cost effective and environmentally friendly than trying to do the same with salt. While the goal is for various levels of bare pavement, weather conditions can significantly impact how quickly the goal can be met. Salt is not effective below 15°F degrees and extended snow events or ones with significant accumulation will take longer to recover from. The City’s goal for the main streets is bare pavement in the wheel tracks. The exception is 36th Ave., where the goal is for bare pavement in each travel lane. For City streets with hills (not main streets), the goal is a bare pavement strip down the middle of the street. On the Page 4 of 5 flatter residential streets, there is not a bare pavement goal. Drivers are always encouraged to drive slower and use care. After 36th Ave., the next busiest streets have less than 4,000 vehicles per day. The vast majority of Crystal streets have under 1,000 vehicles per day. This translates to around one vehicle per minute, even during busier times. By providing a mostly bare pavement center strip on streets with hills (that are not main roads), drivers are able to get some of their wheels on bare pavement the vast majority of the time. Sidewalks/Trails The City will maintain most of the sidewalks and/or trails in the City. The map of the sidewalks/trails the City maintains, including priority routes, is available by contacting the City. As there are a limited number of personnel and equipment available, snow removal of the sidewalks/trails will generally begin no sooner than four hours after full plow operations have started. During multiple snow events, or other non-typical conditions, sidewalk/trail snow removal may not start until all street and alley plowing operations have finished. Staff overtime for snow removal on sidewalks will be limited to priority routes as feasible. Since the City has a limited amount of equipment that can remove snow from sidewalks, sidewalk snow removal operation will take days, if not over a week depending on the conditions, to complete removal on all segments. The City does not apply salt, sand, or other chemicals to sidewalks and trails. The City has identified a number of sidewalks to be removed in the future (date to be determined). Because these sidewalks are not connected to other sidewalks on both ends, thus terminating at a point where a pedestrian would have to either enter the street or walk on the boulevard, they are considered non-connected sidewalks. The non-connected sidewalks are not part of the City’s transportation system and will not be maintained by the City in the winter. The adjacent property owner/resident may choose to remove all accumulated snow from the sidewalk adjacent to their property, but would do so at their own cost and liability. Mailboxes Encountering mailboxes is one of the many potential hazards that snowplow operators must be aware of during winter plowing operations. The City will conduct a review of each mailbox damage claim to determine whether the City has any legal responsibility for the damage. The City will only repair mailboxes actually hit by a snowplow and installed to United States Postal Service Residential Mailbox Standards. The City is not responsible for damage to mailboxes or support posts caused by snow or ice contacting the mailbox. Dents, scratches, or other superficial damage that does not prohibit normal use of the mailbox will be considered normal wear and tear and will not be repaired or replaced by the City. If the City, in its discretion, determines that replacement is appropriate, the City will replace the mailbox with a standard size, non-decorative metal mailbox and replace the support post as necessary with a 4” x 4”, decay resistance wood support post, both which will be installed by the City. Replacement of the mailbox will occur as scheduling and conditions Page 5 of 5 allow, which may mean a replacement is not installed until the spring when all the frost is out of the ground. Turf Damage Turf can sometimes be impacted during snow removal operations, especially sidewalk snow removal. If the City, in its discretion, determines that the turf damaged was caused during snow removal operations, the City will repair the damaged turf area with dirt and seed. On a case by case basis the City may install sod. Restoration work will be done by the City and will occur as scheduling and conditions allow in the spring once the growing season has started. The adjacent property owner is responsible for all watering of the new seed and/or sod. Complaint Procedure Complaints will be logged. Calls requiring service will be forwarded to the appropriate supervisor for scheduling. Emergency concerns (as determined by the Streets Superintendent or Director of Public Works) will be handled in an expeditious manner as resources are available. Deviation from Policy The Superintendent of Streets may deviate from this policy when in his or her judgment it is in the best interest of the City or is necessary because of budget needs or other circumstances. Changes in priorities will be documented as to what caused such actions and why the change was necessary. Review and Modification of Policy The policy will be reviewed periodically and may be revised by the City Council as needed. 1 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX SIDEWALK LICENSE AND MAINTENANCE AGREEMENT THIS SIDEWALK LICENSE AND MAINTENANCE AGREEMENT (“Agreement”) is made and entered into this ____ day of ________________, 2018, by and between the city of Crystal, a Minnesota municipal corporation (“City”), and ________________________ (collectively, the “Owner”). The City and the Owner may be referred to herein individually as a “party” or collectively as the “parties.” RECITALS A. The Owner is fee owner of the real property legally described in the attached Exhibit A (“Property”); B. The Property abuts a public sidewalk as depicted on the map attached hereto as Exhibit B (“Sidewalk”); C. The City has the authority and the desire to remove the Sidewalk, but the Owner has requested that the Sidewalk remain for its use; and D. The City is willing to forego its present plans to remove the Sidewalk in exchange for the Owner’s willingness to adhere to the terms and conditions contained in this Agreement. AGREEMENT On the basis of the foregoing and upon the mutual undertakings and promises contained herein, the parties hereto hereby agree as follows: 1. Incorporation of Recitals. The recitals set forth above are incorporated herein and made part of this Agreement. 2. Non-Removal; Grant of License. In consideration of the covenants and agreements herein to be performed by the Owner, and further subject to the limitations contained herein, the City agrees to forego its present intent to remove the Sidewalk and hereby grants to the Owner a nonexclusive license to retain and use the Sidewalk in accordance with the terms and conditions contained herein. The Owner understands and agrees that the Sidewalk will remain 2 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX open for use by the public during the entire term of this Agreement. 3. Term and Termination. The term of this Agreement shall be for 10 years from the date it is executed by both parties unless it is terminated earlier as provided in this section. At the end of the initial term this Agreement shall automatically renew for subsequent 10 years terms unless terminated as provided herein. Either party may terminate this Agreement by providing the other party 90 days written notice of termination. The City may terminate this Agreement immediately if it determines the Owner has violated any material term or condition by providing the Owner written notice of termination. Upon the termination of this Agreement the City may remove the Sidewalk at its discretion. 4. Maintenance and Repair; Snow Removal. During the term of this Agreement the Owner shall be required to, at its own cost, keep and maintain the Sidewalk in a safe and serviceable condition. As such, the Owner shall be responsible for any improvements or repairs necessary to the Sidewalk to ensure its suitability for pedestrian traffic. All construction, reconstruction, or repairs of the Sidewalk shall be done in strict accordance with the City’s standards. The Owner shall also be solely responsible for the removal of all ice and snow from the Sidewalk. 5. Permits. The Owner agrees to properly apply for and retain any and all permits necessary to carry out any maintenance or repairs that are required under this Agreement. The Owner shall be solely responsible for determining and adhering to the proper boundaries of the Sidewalk and shall be liable to any other property owners for trespass onto their property. 6. City’s Right to Maintain and Repair. If the Owner fails to maintain or repair the Sidewalk in accordance with this Agreement, the City may provide the Owner written notice of the failure to maintain or repair that identifies the work needing to be done and the date by which such work must be completed. If the Owner does not complete maintenance or repair by the date indicated in the notice, the City may perform the required work and invoice the Owner for all costs it incurs, including contractor costs and all reasonable staff time, engineering and legal costs, and other reasonable costs and expenses incurred by the City. If the Owner, or its successors or assigns, fail to reimburse the City for its costs and expenses in maintaining the Sidewalk within 30 days of receipt of an invoice for such costs, the City shall have the right to assess the full cost thereof against the Property and collect the same in single or multiple payments as in the case of special assessments for public improvements pursuant to Minnesota Statutes, Chapter 429. The assessments shall bear interest at the rate determined by the City. The Owner, on behalf of itself and its successors and assigns, acknowledges that the maintenance work performed by the City regarding the Sidewalk benefits the Property in an amount which exceeds the assessment and hereby waives any right to hearing or notice and the right to appeal the assessments otherwise provided by Minnesota Statutes, Chapter 429. The City has the right but not a contractual obligation to perform maintenance or repair of the Sidewalk. The City intends to exercise this authority only if the condition of the Sidewalk is so poor, in the reasonable exercise of the City’s discretion, as to pose a hazard to the health, safety and welfare to those using the Sidewalk. 7. Right of Entry. In addition to any rights expressly afforded to the City under this Agreement, 3 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX the City shall retain all rights that it is otherwise entitled to under state and local right-of-way laws. Nothing in this Agreement shall create liability on behalf of the City for future removal or alteration of the Sidewalk, and the Owner shall have no right to recover any damages, in money or equity, for the removal or alteration of same or the exercise of any other rights afforded to the City. 8. Liens and Encumbrances. The Owner agrees that during the term of this Agreement it shall not permit or suffer any liens or encumbrances to be placed against the Sidewalk, nor shall it during such term engage in any activity that would cause or result in the placement of any liens or encumbrances against the Sidewalk. 9. Liability; Indemnification. Notwithstanding anything to the contrary in this Agreement, the City, its officers, agents, and employees shall not be liable or responsible in any manner to the Owner, the Owner’s successors or assigns, or to any other person or persons for any claim, demand, damage, or cause of action of any kind or character arising out of or by reason of the execution of this Agreement or the performance of this Agreement, nor will the Owner make any claim against the City for or on account of any injury, loss or damage resulting from the Sidewalk or use thereof. The Owner shall indemnify, hold harmless and defend the City, its officials, employees, contractors and agents from and against any and all liability, loss, costs, damages, expenses, claims, actions or judgments, including reasonable attorneys’ fees which the Owner, its officers, employees, agents or contractors may hereinafter sustain, incur, or be required to pay, arising out of by reason of any act or failure to act by the Owner, its officers, employees, agents or contractors or arising out of or by reason of this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the City is entitled under Minnesota Statutes, Chapter 466, or otherwise. 10. Agreement to Run with the Land. This Agreement shall be recorded among the land records of Hennepin County, Minnesota. The provisions of this Agreement shall run with the Property and be binding upon the Owner, its successors and assigns. 11. No Damages; No Relocation Benefits. The Owner understands and acknowledges that the City is willing to enter into this Agreement and carry out its obligations hereunder only because the Owner has agreed that it will make no claim for damages or relocation benefits upon termination of this Agreement or pursuant to any other agreement with the City. Specifically, and without limitation of the foregoing, the Owner understands that upon termination of this Agreement, the City has no obligation to provide the Owner with any compensation or any other rights or privileges. 12. No Property Interest. This instrument is not an easement or a lease, creates no landlord-tenant relationship, and nothing in this Agreement will be deemed to create any property interest other than as expressed in this Agreement. 4 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX 13. Waiver. The waiver by either party of any breach of any term of this Agreement shall not be deemed a waiver of any prior or subsequent breach of the same term or any other term of this Agreement. 14. Entire Agreement; Modification. This Agreement, together with any exhibits hereto, which are incorporated by reference, constitutes the complete and exclusive statement of all mutual understandings between the parties with respect to this Agreement, superseding all prior or contemporaneous proposals, communications, and understandings, whether oral or written, concerning this Agreement. This Agreement may be modified or amended only by court order or by a writing executed by all the parties hereto under the provisions of this Agreement. 15. Headings. Any headings appearing at the beginning of the several sections contained in this Agreement have been inserted for convenience only and shall not be used in the construction and interpretation of this Agreement. 16. Severability. If any part of this Agreement shall be held invalid, it shall not affect the validity of the remaining parts of this Agreement, provided that such invalidity does not materially prejudice either party under the remaining parts of this Agreement and this Agreement shall be construed as if the unlawful or unenforceable provision or application had never been contained herein or prescribed hereby. 17. Choice of Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. 18. Public Data. This Agreement and the information related to it are subject to the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, which presumes that data collected and maintained by the City is public data unless classified otherwise by law. 19. Relationship of Parties. Nothing contained in this Agreement shall be deemed to create a partnership, association or joint venture between the City and the Owner. 20. Compliance with Laws. The Owner agrees to abide by and conform to all laws, rules, and regulations, including future amendments, while performing any obligations under this Agreement. 21. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. [signature pages to follow] 5 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX IN TESTIMONY WHEREOF, the parties hereto have set their hands as of the day and year first above written. THE OWNER(S): By: ____________________________________ By: ____________________________________ STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of __________________, 2018, by _______________________. Notary Public 6 G:\Projects\2018\2018-08 Sidewalk Removals\Removal Agreement\Sidewalk Agreement Private Ownership and Maintenance.DOCX CITY OF CRYSTAL By: ____________________________________ Its: Mayor By: ____________________________________ Its: City Clerk STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ____ day of _______________, 2017, by Jim Adams and Chrissy Serres, the Mayor and City Clerk of the City of Crystal, Minnesota, on behalf of the City. Notary Public THIS DOCUMENT DRAFTED BY: Kennedy & Graven, Chartered 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 (612) 337-9300 A-1 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY [Insert] B-1 EXHIBIT B DEPICTION OF THE SIDEWALK [Insert] 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 cletarly) The topic I wish to address is: 6 , Zip Code: ,� , j (Lf' Date:/..� Day Phone (optional): 3Rg Email (optional):Q� p)� is a ozialj, Thank you for your attendance and participation. 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 tolac) (please print clearly) (� a - R ,c. The topic I wish to address is: A/'lD'2? / G n5 -G Name: — Address: Zip Cod( Day Phone (optional): Email (optional): Thank you for your attendance and participation.