Loading...
HomeMy WebLinkAbout2017 06-15 PCPXBROOKLYN TER PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER JUNE 15, 2017 1. Call to Order: 7:00 PM 2. Roll Call 3. APPROVAL OF AGENDA • Motion to Approve Planning Commission Meeting Agenda for June 15, 2017 4. APPROVAL OF MINUTES • Motion to Approve the May 25, 2017 meeting minutes 5. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 6. PLANNING ITEMS a) TOPGOLF USA BROOKLYN CENTER, LLC Planning App. No. 2017-004 Property Address: 6420 & 6330 Camden Avenue North PUBLIC HEARING • This PUD Amendment is for the expressed purpose of amending the original Planned Unit Development of the Regal Theater Development Plans of 1998, to allow the redevelopment of a commercial recreational / entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets. The application also includes the replatting of 14.93 acres and consideration of a separate Site and Building Plan application regarding the development of a 65,000 s£, 3 story commercial building and parking lot under the current Planned Unit Development/Commerce (PUD/C2) zoning district. Requested Planning Commission Action: • Direct Staff to present Updated Planning Report; • Motion to Open Public Hearing; take public input,- Commission nput;Commission discuss requested item with City Staff and Applicant; • Motion to adopt Planning Commission Resolution No. 2017-04 PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER JUNE 15, 2017 7. Discussion Items 8. Other Business 9. Adjournment X h n! KE y NTER MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA MAY 25, 2017 i�Pyz 11111';LI 1 1 The Planning Commission meeting was called to order by Chair Christensen at 7:00 p.m. NINEE71711irem" Chair Randall Christensen, Commissioners Alexander Koenig, Jack MacMillan, Stephen Schonning, and Susan Tade were present. Commissioners Rochelle Sweeney and Abraham Rizvi were absent and excused. Director of Business & Development Gary Eitel, Interim Planning Assistant Angel Smith and Michaela Kujawa-Daniels, TimeSaver Off Site Secretarial, Inc. There was a motion by Commissioner Tade, seconded by Commissioner Koenig, to approve the Planning Commission Meeting Agenda. The motion passed unanimously. There was a motion by Commissioner Schonning, seconded by Commissioner MacMillan, to approve the minutes of the April 27, 2017 meeting as submitted. The motion passed unanimously. • :�. 1 Chair Christensen explained the Planning Commission's role as an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. CONSIDERATION OF MINOR REVISIONS TO THE GENERAL DEVELOPMENT 1 THE SHINGLE CREEK CROSSING PUD AMENDMENTi (REDUCTION OF BLDG.1 111 1I0 SF. AND BLDG. F FROM14,000 SF. TO 12,000 Chair Christensen introduced this item No. 2017-003, Consideration of Minor Revisions to the General Development Plan for the Shingle Creek Crossing PUD Amendment No. 8 (reduction of BLDG. X from 48,000 sf., to 38,000 sf. and BLDG. F from 14,000 sf. to 12,000 sf.). (See Planning Commission Report dated 01-26-17 for Application No. 2017-001). PC Minutes 05-25-17 -1- DRAFT Mr. Eitel informed the Commission of a recent discovery of poor soil conditions that will affect the two proposed building sites and the location of the underground infiltration system. A review of an old address file included information on the EDA parcel, former Ground Round Restaurant built in 1977 that required 75-80 wood piling, 50-55 feet in depth and similar soil conditions and piling that were required for 1987 construction of the former Dayton's Garden Store and Dayton's Oasis gas station located in the western portion of the Kohl's parking lot. Mr. Eitel requested that the Commission table consideration of a revised PUD development plan for Shingle Creek Crossing PUD Amendment No. 8 to allow further investigations of the soil conditions and their effect on the proposed development. Chair Christensen asked for a motion to table this item, there was a motion by Commissioner MacMillan, seconded by Commissioner Tade to table Resolution No. 2017-25. REGAL7a) REVIEW SCHEDULE FOR THE PROCESSING OF THE TOPGOLF USA BROOKLYN CENTER, LLC APPLICATION FOR THE REDEVELOPMENT OF THE Mr. Eitel provided a few videos showing the Topgolf establishment locations around the U.S. He provided background on the project and the redevelopment timeline for the project. Chair Christensen commented on Topgolf narrative, noting their Youth Supporting Partnership and programs for free / discount rates for veterans, public servants, youth groups and non -profits in the community He stated it will be great for the community as a whole and wants to make sure that part is highlighted. It will be a great place for birthday parties and outings for community groups as much as it will be a fun facility for people to golf. Commissioner Koenig asked Mr. Eitel how Topgolf came to decide to locate in Brooklyn Center. He stated it was the location that Topgolf liked, noting that their conversations on the potential redevelopment of the Regal Theater site started during the summer of 2016. The City's Staff s enthusiasm and support for a Topgolf facility was shared by the City Manager, Mayor, and EDA in a closed session negotiation meeting to consider a land acquisition & exchange to enhance the design of the Topgolf Facility. They knew they were welcomed. Chair Christensen stated it is location, visibility and accessibility that was attractive to Topgolf. He also noted that how the City deals with the liquor license issue will lay the foundation for more opportunities potentially. Commissioner MacMillan commented on the Hwy 252 traffic flow at the 66th Ave. signalized intersection and how Topgolf would affect the current condition. Mr. Eitel stated they have prepared a traffic report and based on the initial comments from the City Engineer, there does appear to be an issue. PC Minutes 05-25-17 -2- DRAFT Contrary to the huge concentration of traffic from the movie theater there will be more gradual flow. Commissioner MacMillan noted that he currently experiences stacking in the right turn lane for 66th Ave. that can take 2 signal turns to pass through this intersection. Commissioner Tade noted that the future transportation changes within the HWY 252 Corridor would correct this problem. Mr. Eitel stated he included the survey per Chair Christensen's request at the last meeting. Chair Christensen stated it is important to remember what they want to accomplish and hear the community's needs and wants. There was a brief discussion on businesses like Topgolf that will bring people with extra income and discretionary spending that will benefit the City. Commissioner Koenig stated that the Super Bowl is the beginning of the series of events coming to the City. He stated Brooklyn Center needs to prepare for these good changes that may become a staple of Brooklyn Center. None at this time. There was a motion by Commissioner MacMillan, seconded by Commissioner Koenig, to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 8:12 p.m. Chair PC Minutes 05-25-17 -3- DRAFT =T CITY 4F BROOKLYN CENTER A GREAT PLACE TO START. A GREAT PLACE TO STAY NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: www.cityofbrooklyncenter.org Planning Commission (763) 569-3335 Please take notice that the Planning Commission of the City of Brooklyn Center will hold a public hearing on Thursday, June 15, 2017 to consider the application described below. The meeting begins at 7:00 p.m. in the City Hall Council Chambers, 6301 Shingle Creek Parkway, Brooklyn Center, Minnesota. A definite time for this application to be considered cannot be given as it will depend on the progression of the agenda items. TYPE OF REQUEST: Planned Unit Development Amendment, Site and Building Plan, and Preliminary Plat APPLICANT: Topgolf USA Brooklyn Center, LLC PROPERTY IDENTIFIED IN APPLICATION: 6420 & 6330 Camden Avenue North Legal Description: Lots 2 and 3, Block 1 Regal Road Development 2nd Addition and Lot 2, Block 1, Regal Road Development Addition, Hennepin County, Minnesota. BRIEF STATEMENT OR INTENT OF APPLICATION: This PUD Amendment is for the expressed purpose of amending the original Planned Unit Development of the Regal Theater Development Plans of 1998, to allow the redevelopment of a commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 200 yard driving range with 11 outfield targets. The application also includes the replatting of 14.93 acres and consideration of a separate Site and Building Plan application regarding the development of a 65,000 s£, 3 story commercial building and parking lot under the current Planned Unit Development/Commerce (PUD/C2) zoning district. Questions or comments should be directed to the Director of Business & Development Gary Eitel at (763) 569-3305 or email to geitel(&ci.brooklyn-center.mn.us. Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at 763-569-3300 to make arrangements. Respectfully, Gary Eitel, Interim Planning Commission Secretary City Hall Community Center Police & Fire Departments 6301 Shingle Creek Parkway 6301 Shingle Creek Parkway 6645 Humboldt Avenue North Brooklyn Center, MN 55430-2199 Brooklyn Center, MN 55430-2199 Brooklyn Center, MN 55430-1853 763.569.3300 Fax: 763.569.3494 763.569.3400 Fax: 763.569.3434 763.569.3333 Fax: 763,561.0717 =T CITY OF BROOKLYN CENTER A GREAT PLACE TO START, A GREAT PLACE TO STAY MEMORANDUM TO: Chair Randy Christensen and City Planning Commissioners FROM: Gary Eitel, Director of Business and Development Angel Smith, Interim Planning Specialist DATE: June 9, 2017 RE: June 15, 2017 Planning Commission Agenda Enclosed are the following: www.cityofbrooklyncenter.org • The June 15, 2017 Planning Commission Meeting Agenda • The May 25, 2017 Planning Commission Minutes • The application and plans submitted by Topgolf for the redevelopment of the Regal Road PUD Unfortunately, I have had some difficulties in completing the Planning Report for today's submittal. The complete report with recommendations will be sent to you on Monday. Additionally, I have attached a copy of the City Council agenda for Monday, June 1211, which includes a work session item on Liquor License Regulations and the legal notice for an application being scheduled for the June 29th Planning Commission Meeting. CITY COUNCIL MEETING City of Brooklyn Center June 12, 2017 AGENDA 1. Informal Open Forum with City Council — 6:45 p.m. provides an opportunity for the public to address the Council on items which are not on the agenda. Open Forum will be limited to 15 minutes, it is not televised, and it may not be used to make personal attacks, to air personality grievances, to make political endorsements, or for political campaign purposes. Council Members will not enter into a dialogue with citizens. Questions from the Council will be for clarification only. Open Forum will not be used as a time for problem solving or reacting to the comments made but, rather, for hearing the citizen for informational purposes only. 2. Invocation — 7 p.m. 3. Call to Order Regular Business Meeting —The City Council requests that attendees turn off cell phones and pagers during the meeting. A copy of the full City Council packet is available to the public. The packet ring binder is located at the front of the Council Chambers by the Secretary. 4. Roll Call Pledge of Allegiance 6. Approval of Agenda and Consent Agenda —The following items are considered to be routine by the City Council and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember so requests, in which event the item will be removed from the consent agenda and considered at the end of Council Consideration Items. a. Approval of Minutes 1. May 22, 2017 — Study/Work Session 2. May 22, 2017 — Regular Session 3. May 22, 2017 — Work Session b. Licenses Resolution Adopting Comprehensive Annual Financial Report of the City of Brooklyn Center for the Calendar Year Ended December 31, 2016 d. Resolution Providing for the Redemption of Certain Outstanding General Obligation Improvement Bonds, Series 2008B of the City Resolution Approving a Master Partnership Contract Between the Minnesota Department of Transportation and the City of Brooklyn Center CITY COUNCIL AGENDA -2- June 12, 2017 f. Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, Improvement Project No. 2016-05, 57th Avenue Street Improvements g. Resolution Approving Plans and Specifications and Authorizing Advertisement for Bids, Improvement Project Nos. 2017-10 and 2017-11, 2017 Pavement, Traffic Signal System and Trail Rehabilitation Improvements (69th Avenue and France Avenue) h. Resolution Authorizing the Execution of a Limited Use Permit Agreement for the Evergreen Park Area Safe Routes To School Trail and Sidewalk Improvements within State Right -of -Way Between the City of Brooklyn Center and the Minnesota Department of Transportation i. Resolution Authorizing Execution of the Brooklyn Bridge Alliance for Youth Joint Powers Agreement for the Period 2018-2022 j. Resolution Adopting a New City Logo and Tagline 7. Presentations/Proclamations/Recognitions/Donations None. 8. Public Hearings None. 9. Planning Commission Items None. 10. Council Consideration Items a. Consideration of Type IV 6 -Month Provisional Rental Licenses 1. 6728 Grimes Ave N 2. 5719 Halifax Ave N 3. 5321 James Ave N 4. Resolution Approving a Type IV 6 -Month Provisional Rental License for 1307 65th Ave N 5. Resolution Approving a Type IV 6 -Month Provisional Rental License for 3300 67th Ave N Requested Council Action: —Mayor poll audience for applicants to address Council. Receive staff report. —Motion to open hearing. —Receive testimony from applicants. —Motion to close hearing. —Take action on rental license applications and mitigation plans. CITY COUNCIL AGENDA -3- June 12, 2017 b. Resolution Accepting Bid and Awarding a Contract, Improvement Project No. 2016-17, Contract 2016-K, City Hall, Community Center and Public Works Parking Lot Improvements Requested Council Action: —Motion to adopt resolution. 11. Council Report 12. Adjournment AGENDA CITY OF BROOKLYN CENTER CITY COUNCIL/ECONOMIC DEVELOPMENT AUTHORITY WORK SESSION June 12, 2017 Immediately Following Regular City Council and EDA Meetings Which Start at 7:00 P.M. City Hall Council Chambers A copy of the full City Council packet is available to the public. The packet ring binder is located at the podium. ACTIVE DISCUSSION ITEMS 1. Liquor License Regulations 2. Discussion of the Brooklyn Center Strategic Plan PENDING LIST FOR FUTURE WORK SESSIONS Later/Ongoing 1. South Opportunity Site Development 2. Conducting City Council Business Electronically 3. Water Meter Failure Update 4. Community Dialogue 5. Panhandling Regulations 6. Food Trucks Update 7. New Neighbor Program Coupon Policy — June 26, 2017 DATE: June 5, 2017 TO: Curt Boganey, City Mana /s FROM: Reggie Edwards, Deputy City Manager k4k. SUBJECT: Liquor License Regulations Recommendation: It is recommended that the City Council consider discussing the liquor license regulations for on -sale liquor license permit applicants and their competiveness within the regional market. It is recommended that the City Council provide direction to staff regarding the current city on -sale liquor license fees, seating regulations, and food to liquor ratio. Background: In May of 2016, the City Planning Commission discussed the issue of factors that affect a business from opening a restaurant in Brooklyn Center including the effect of liquor license regulations. In the past 12 months several businesses have inquired about the liquor license fees and requirements, which may influence their decision to expand and/or remain in Brooklyn Center. Representatives of Chipotle, Wingstop, and Qdoba have inquired about obtaining either a wine license or an on -sale intoxicating liquor license, as they would like to add craft beers and margaritas to their menu. Due to the 75 minimum seating requirements for a wine license and/or the 150 minimum seating requirements for an on -sale intoxicating liquor license, these establishments do not meet the requirements to obtain either liquor license in Brooklyn Center. Currently, Chipotle and Wingstop hold 3.2 beer licenses. A combination wine/3.2 beer license would allow the sale of craft beers and an on -sale intoxicating liquor license would allow the sale of margaritas. Another restaurant establishment located in the City determined not to renew their liquor license for the coming year. While there is no documentation of the reason for the decision; it is the belief and understanding of staff that the wine sales volume at the establishment was not sufficient to justify the $2,000 (statutory minimum) cost of the license. We believe such decisions could negatively impact the value of the business to some customers and the long-term viability of the business. In 2016, staff reviewed and compared the number of on -sale liquor license establishments, fees, and types of requirements for twelve cities within the regional market place of Brooklyn Center. The twelve cities reviewed for comparison included: • Champlin • Coon Rapids • Crystal • Golden Valley • Maple Grove • Maplewood • New Hope • Plymouth • Richfield • Robbinsdale • Roseville • St. Louis Park In 2017, staff completed an assessment of police call per type of liquor license establishment within Brooklyn Center. Mission: Ensitring an attractive, clean, safe, inclusive coinnumity that enhances the quality of life for all people and preserves Phe public trust There are six classes to which liquor license are issued by the City. For purposes of this discussion the focus was placed on the following five: 1. On -Sale Class A (hotel/restaurant) 2. On -Sale Class B (hotel/restaurant) 3. On -Sale Class C (hotel/restaurant) 4. On -Sale Class D (hotel/restaurant) 5. On -Sale Class D (hotels only) While none of the cities reviewed for comparison purposes utilize the same classification system as Brooklyn Center, comparisons made for this report were based upon general similarity of alcohol type served. The City of Brooklyn Center does have an additional Class F license, which applies to the Earle Brown Heritage Center (EBHC). However, the EBHC was not included in this report. Factors that affect restaurant establishments opening may vary widely, but for purposes of this report the factors focused upon were as follows: ® Fees (See Attached License Fees) ® Food to Liquor Sales Ratio ® Seating Capacity to Square Footage Ratio (See Attached Ordinance) The data gathered in this report revealed that fees varied among the cities, particularly for the intoxicating on -sale fees. The average fee cost for intoxicating on -sale license among the cities reviewed in this report was $8,800. Due to the stratified classification of liquor license types (A -F) used by Brooklyn Center the fees go as high as $14,000. Only the City of Richfield had a higher fee of $15,036 and the next highest was the City of Maplewood at $11,000. Fees for the City of Brooklyn Center are as follows: 1. On -Sale Class A (hotel/restaurant — 80% food sales - $8,000) 2. On -Sale Class B (hotel/restaurant — 50% - 79% food sales - $11,000) 3. On -Sale Class C (hotel/restaurant-40% -,49% food sales - $14,000) 4. On -Sale Class D (hotel/restaurant — All new applicants - $14,000) Five of the 12 cities reviewed that utilizes a food to liquor sales ratio as a license qualifying criteria, the highest food sales requirement was 60%. There were no cities, other than Brooklyn Center, reviewed in this study that tied food to liquor sales ratio to the fee structure. The factors typically used to adjust the fee structure were based on the type of establishment (i.e. restaurants and hotels). Brooklyn Center has a seating requirement for on -sale intoxicating liquor license of no less than 150 seats for guest at one time. Of the cities reviewed, the majority defer to state statutes with regards to regulations; thereby, having no specified policy on seating/square footage or food/sales ratios. Most of the cities reviewed do not have a seating requirement. Four of the 12 cities reviewed have a seating requirement with the lowest being 30 seats for guest at one time. Mission: Ensuring an attractive, clean, safe, inclusive couunruaity that enhances the quality of life for all people anal preserves the public trust Three of the 12 cities employ a square footage requirement. While Brooklyn Center applies the square footage to both restaurants and hotels, the other two cities apply the requirement only to hotels. Brooklyn Center requires a restaurant to have a total minimum floor area of 1,800 square feet that is open to the general public. The other 9 cities in the report do not have square footage requirements specified in their ordinances. It is not the intent of this report to show a causal relationship between the factors used for comparison purposes and market behaviors such as the number of new establishments or public safety calls. Nevertheless, the number of liquor license establishments was used in this analysis for comparative purposes. The total number of establishments licensed to sell liquor (i.e., 3.2 malt liquor, beer, intoxicating liquor, on -sale and off -sale) varied from city to city with 81 establishments within the City of Maplewood and 7 in the City of New Hope. Brooklyn Center has one of the lower counts with 21 licensed establishments. Key Findings • Businesses consider the factors of liquor license fee and regulations (i.e. seating and food/liquor sales ratio) as factors in determining to locate, expand, and/or remain in Brooklyn Center. ® Brooklyn Center has one of the lower number of establishments licensed to server intoxicating liquor among the cities reviewed in this study. ® Brooklyn Center has a higher fee structure than the average fee structure of the cities reviewed in this study. Only one city among those reviewed had a higher fee structure. • Brooklyn Center has more restrictive seating capacity regulations than the cities reviewed in this study. ® Brooklyn Center has a higher food to liquor sales ratio regulation than the cities reviewed in this report. • Data does not reveal a significant difference in police calls among the Brooklyn Center liquor license classes. The classes are distinguished primarily by food to liquor sales ratio. Policy Issues: 1. Is there a consensus of the Council to amend the City's current liquor license fees, seating regulations, and food to liquor sales ratio? 2. What is the direction of the Council to staff regarding amending the City's current liquor license fees, seating regulations, and food to liquor sales ratio? Strategic Priorities: ® Targeted Redevelopment Mission: Ensuring an attractive, clean, safe, inchisive comnumity that enhances the quality of life for all people and preserves the public trust On -Sale Club $300 — up to 200 members $500 — 201-500 members $650— 501-1,000 members $800— 1,001-2,000 members $1,000 — 2,001-4,000 members $2,000 —4,001-6,000 members $3,000 — over 6,000 members On -Sale Wine—$2,000 On -Sale Class A — $8,000 On -Sale Class B — $11,000 On -Sale Class C — $14,000 On -Sale Class D — $14,000 On -Sale Class E — $2,500 On -Sale Class F — $5,000 On -Sale Brewer Taproom — $600 On -Sale Sunday — $200 Optional 2 A.M. Closing Special Liquor License $500 — On -Sale Intoxicating Liquor (Classes A -F) No Fee — On -Sale Club No Fee — On -Sale Wine $200 — On -Sale Wine; 3.2 Percent Malt Liquor; Taproom uestions .. . To obtain an intoxicating liquor license application or for more information on liquor licensing, please call: City Clerk (763)569-3306 Monday — Friday 5:00 a.m. —4:30 p.m. Upon the City Clerk's receipt of a completed Intoxicating Liquor License Application (club, wine, intoxicating, brewer taproom), Personal Information Forms(s), investigation fee, Certificate of Insurance, Proof of Workers' Compensation Insurance Coverage form, Minnesota Business Tax Identification Number form, lease agreement, site plan, Minnesota Certification of Liquor License or Application for Optional 2 A.M. Closing License (Classes A -F intoxicating license only), Minnesota Application for County/City On -Sale Wine License and/or Optional 2 A.M. Closing License (wine license only), Minnesota Application for Club On -Sale Retail Liquor License (club license only), Minnesota Certification of an On Sale Brewer's Taproom License (licensed brewer only): Minnesota Buyer's Card Application and buyer's card fee (excludes taproom), the Police Department will conduct any and all investigations to verify the information on the application, including ordering a computerized criminal history inquiry obtained through the Criminal Justice Information System and/or a driver's license history inquiry as recorded by the State Department of Public Safety on the applicant. Based on the investigation, the Police Department will recommend approval or denial of the license application. If approved by the Police Department, the license application will be presented to the City Council for consideration at its next regular meeting. The City Council meets the 2nd and 4th Monday of the month. Application materials must be submitted at least 30 days prior to City Council approval. City of BROOKLYN CENTER 6301 Shingle Creek Parkway Brooklyn Center, MN 55430-2199 Telephone (763) 569-3300 TTYNoice 711 Fax (763) 569-3494 www.cityojbi-ooklyncenter.org 11"ItOmicatin" 9 Revised 4/13 City of Brooklyn Center The City of Brooklyn Center requires the licensing of on - sale intoxicating liquor establishments (club, wine, intoxicating, brewer taproom) as defined in Chapter 11 of its City Code. The license period is the calendar year, January 1 through December 31. On -Sale Club licenses shall only be granted to clubs, which mean and include any incorporated organization organized under the laws of the state for civic, fraternal, social, or business purpose or for intellectual improvement, or for the promotion of sports, or a congressionally chartered veterans' organization, which has more than 30 members; has owned or rented a building or space in a building for more than one year that is suitable and adequate for the accommodation of its members; and is directed by a board of directors, executive committee, or other similar body chose by the members at a meeting held for that purpose. No member, officer, agent, or employee shall receive any profit from the distribution or sale of beverages to the members of the club, or their guests, beyond a reasonable salary or wages fixed and voted each year by the governing body. On -Sale Wine licenses may be issued only with the approval of the Commissioner of Public Safety. This license may be issued only to a Restaurant that has a dining area that is open to the general public and has seating for not less than 75 guests at one time. The Restaurant's business must be conducted in such a manner that a significant part of the revenue for a license year is the sale of food. Only the sale of wine not exceeding 14 percent alcohol by volume for consumption on the licensed Premises in conjunction with the sale of food shall be permitted. The number of on -sale wine licenses shall be unlimited. On -Sale Intoxicating Liquor licenses shall be issued only to a Restaurant that is open to the general public, with a total minimum floor area of 1,800 square feet and seat not less than 150 guests at one time. The number of on -sale liquor licenses issued by the City of Brooklyn Center shall be limited to 18. The following are the classes of On -Sale Intoxicating Liquor Licenses that may be issued by the City: On -Sale Class A — A Hotel or Restaurant that has 80% or more of its applicable revenue derived from the serving of food for consumption on the Premises. On -Sale Class B — A Hotel or Restaurant that has 50% to 79% of its applicable revenue derived from the serving of food for consumption on the Premises. On -Sale Class C — A Hotel or Restaurant that has 40% to 49% of its applicable revenue derived from the serving of food for consumption on the Premises and derives a considerable part of its revenue from sources other than Liquor or food. On -Sale Class D — A Hotel or Restaurant that is a new Liquor license applicant that has not established a ratio between food and Liquor revenue for the Premises. Twelve months of documentation of food and Liquor sales shall be presented by the licensee to the City Clerk on or before the date of renewal in order to determine the appropriate license class for the following year. On -Sale Class E — This license is only available to Hotels that serve food and liquor in a dining room that is open to the general public that has a total minimum floor area of 1,200 square feet and seating for 100 people; and that is conducted in such a manner that a significant part of the revenue for a license year is the sale of food for consumption on the Premises. On -Sale Class F — This license is available only to the Earle Brown Heritage Center. Brewer Taproom — This license is available only to a licensed brewer. Sunday On -Sale Liquor — establishments to which on -sale liquor licenses have been issued may file an application with the City Clerk to serve intoxicating liquor during set homy on Sundays in conjunction with the sale of food. Hours and Days of Sale — no intoxicating liquor shall be sold nor consumed nor permitted to be consumed within the licensed premises between 2 A.M. and 8 A.M. on the days of Monday through Saturday. Establishments to which on -sale liquor licenses have been issued for the sale of intoxicating liquors may serve intoxicating liquor between the hours of 10 A.M. Sunday and 2 A.M. on Monday in conjunction with the serving of food (Minnesota Statute 340A.504). No licensee may sell intoxicating liquor on -sale between the hours of I A.M. and 2 A.M. unless the licensee has obtained a permit from the Commissioner. Please complete or provide the following information: City Form — License Application — completed information as required in Section 11-111 of the City Code City Form — Optional 2 A.M. Closing Special Liquor License Application — this form must be completed if the intoxicating liquor establishment chooses to stay open.until 2 A.M. Investigation Fee — non-refundable $500 (checks made payable to City of Brooklyn Center) City Form — Personal Information Form(s) — this form must be completed by the sole owner, by each partner, by each manager, proprietor, or other person with management responsibilities for the premises, by each person who by combined ownership or control has an interest in a corporation or association in excess of five percent Certificate of Insurance — certificate that there is in effect an annual aggregate insurance policy for dram shop insurance of not less than $300,000 per policy year as required in Section 11-121 of the City Code; the policy shall be effective for the entire license year Site Plan — submit a plot plan of the area showing dimensions and location of buildings and include a floor plan of the dining room(s) which shall be open to the public and the number of persons intended to be served in each of said rooms Lease Agreement — submit copy of lease agreement, if applicant does not own building Proof of Workers' Compensation Insurance Coverage Form — completed form as required by Minnesota Statute Section 176.182 Minnesota Business Tax Identification Number — completed form as required by Minnesota Statute Section 270.72 Minnesota Form 9011 — Certification of an On Sale Liquor License, 3.2% Liquor License, or Sunday Liquor License — completed form as required by Minnesota Statute Section 340A.404 subd. 3 (for Classes A -F intoxicating liquor licenses only) Minnesota Form 9114 — Application for County/City On -Sale Wine License — completed form as required by Minnesota Statute Section 340A.404 subd. 3 (for wine license only) Minnesota Form 9016 — Application for Club On -Sale Retail Liquor License — completed form as required by Minnesota Statute Section 340A.404 subd. 3 (for club license only) Minnesota Certification of an On Sale Brewer's Taproom License and Sunday License — completed form as required by Minnesota Statute Section 340A-301 subd. 6b (for licensed brewer only) Minnesota Form 2AM—Application for Optional 2 AM Liquor License — this form must be completed if the intoxicating liquor establishment chooses to stay open until 2 A.M. and the appropriate fee must be submitted (check made payable to AGED) Minnesota Buyer's Card Application and Fee — completed buyer's card application and $20 buyer's card fee (excludes taproom; check made payable to AGED) Affidavit/Statement of Financial Claims to City, County, and State — this form must be completed by the owner of the property AGENDA CITY COUNCIL STUDY SESSION June 12, 2017 6:00 p.m. City Hall Council Chambers A copy of the full City Council packet is available to the public. The packet ring binder is located at the podium. City Council Media Training (6:00 p.m.) 2. City Council Discussion of Agenda Items and Questions 3, Miscellaneous 4. Adjourn =T CITY OF BROOKLYN CENTER A GREAT PLACE TO START, A GREAT PLACE TO STAY NOTICE OF PUBLIC HEARING TO WHOM IT MAY CONCERN: www.cityofbrooklyncenter.org Planning Commission Please take notice that the Planning Commission of the City of Brooklyn Center will hold a public hearing on Thursday, June 29, 2017 to consider the application described below. The meeting begins at 7:00 p.m. in the City Hall Council Chambers, 6301 Shingle Creek Parkway, Brooklyn Center, Minnesota. A definite time for this application to be considered cannot be given as it will depend on the progression of the agenda items. TYPE OF REQUEST: Site and Building Plan with a Special Use Permit for a convenience food restaurant. APPLICANT: Trent Mayberry / Told Development PROPERTY IDENTIFIED IN APPLICATION: 5500 Brooklyn Boulevard Legal Description: Tract E, R.L.S 1419, Hennepin County, Minnesota. BRIEF STATEMENT OR INTENT OF APPLICATION: The application includes the demolition and redevelopment of the existing Brookdale Car Wash into a new 4,480 sf. retail building for a 2,500 sf retail tenant and a 2,200 sf. restaurant with drive up window. Questions or comments should be directed to the Director of Business & Development Gary Eitel at (763) 569-3305 or email toeg itel cr,ci.brooklyn-center.mn.us. Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at 763-569-3300 to make arrangements. Respectfully, Gary Eitel, Interim Planning Commission Secretary City Hall Community Center Police & Fire Departments 6301 Shingle Creek Parkway 6301 Shingle Creek Parkway 6645 Humboldt Avenue North Brooklyn Center, MN 55430-2199 Brooklyn Center, MN 55430-2199 Brooklyn Center, MN 55430-1853 763.569.3300 Fax: 763.569.3494 763.569.3400 Fax: 763.569.3434 763.569.3333 Fax: 763.561.0717 1 I Dw I I -- I I I� I I 1 I I I 1 I I I 0w—e—A-9i-K Z°wraL Et AI. — l t Singh Kalr°. {---- vl Owner: D°P 1 5.00— o.w1 C&G lTyP1CALl 13 612 i 5.00 �G B i �pD i 1 I ' � 67.62 RAMP 1't 5.00 1{CURB 67.67- (TYP.) I I 13.07 11 \ o m 1 I _"-___- ------------ 71.33 I INSPECT ANO REPAIR -.l R15.00 s � / ���-24.0 1 C � � I EX. RETAINING WALL. SEAL BLOCK W/ / -_: ."� �, 6000 \ 3104 " ACRYLIC SEALER _„__ .1 = - :.---' 6.50 ll CURB RAMP 9.00 P Q I WOfn ',, •'. 1 1 �I � 1 (TYP.) TYP, x pwner: f 1 (U I d - •' 1 11.50 ,e I, PROPOSED RETAIL/ 800 .67`. COFFEE SHOP HANDICAPPED P 1 4,4805E j IN G SIGNBOLLARD--- N FFE: 857.25 - 5.67 CONC.PARKI CONC. BOLLARDS OIT G EMERGENCY EGRESS EXIT ONLY r 5.00 09 N _ ` I 28.95 DRE” -""RUNE R15.00 -J W� B"PPSS lP 11.50 CAUTION -111 _ 1 BURIED ELECTRIC. - R22.00 1 F _ CONTRACTOR TO 0 / - COORDINATE SHUT \ `\ DOLOADING (K,� ZONE CONSTRUCTIONUCTION OR I POT -HOLE AND FLAG 9 I PROPOSED 8.5'x8.5' \4 \ \ e I TRANSFORMER PAD / / - 5.00 \ I EXISTING PYLON SIGN 02 TO REMAIN/� 14.02 24.04 RECONSTRUCT WITH . - 11 I NEW BRANDING 4 13.05 _ II Ave. N. 55th Tr° Right -°t -W Y) 1 (Variable Width J CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Planning Commission Report Meeting Date: June 15, 2017 Application No. 2017-004 Applicant: Topgolf USA Brooklyn Center, LLC Location: 6330 & 6420 Camden Avenue North Request: Planned Unit Development Amendment (No. 3), Site and Building Plan, and Preliminary Plat. INTRODUCTION xlllnl"�` r11h7.3 N IIER • Application Filed: 05/15/17 • Application Deemed Complete: 05/15/17 • Review Period (60 -day) Deadline: 07/14/17 • Extended Review Period Deadline: N/A Topgolf USA is requesting a Planned Unit Development (PUD) Amendment to the previously approved Regal Road (Regal Theatre) Development Addition PUD development plans. This 3`d amendment would allow the redevelopment of Lots 2 and 3, Block 1 Regal Road Development 2nd Addition and Lot 2, Block 1, Regal Road Development Addition, referred to as pad sites Pad Site No. 1 and Pad Site No. 3 under this Regal Road PUD, respectively. BRIEF STATEMENT OR INTENT OF APPLICATION: This PUD Amendment is for the expressed purpose of amending the original Planned Unit Development of the Regal Theater Development Plans of 1998 to allow the demolition of the existing 85,240 s£ Regal Theater and the redevelopment of a commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 200 yard driving range with 11 outfield targets. The application also includes the replatting of 14.93 acres and consideration of a separate Site and Building Plan application regarding the development of this proposed 65,000 s£, 3 story commercial building and parking lot under the current Planned Unit Development/Commerce (PUD/C2) zoning district. Applicants may combine development plan approval with the plan approval required by Zoning Code Section 35-230 by submitting all information required for both simultaneously. This matter is being presented as a public hearing item; and notices have been mailed to all surrounding property owners within 350 -feet of the affected site. COMPREHENSIVE PLAN AND ZONING STANDARDS Land Use Plan: RB — Retail Business Current Zoning: PUD/C2 (Planned Unit Development/Commerce) App. No. 2015-009 & -010 PC 10/29/2015 Page 1 Surrounding Zoning: North: PUD/C2 (Planned Unit Development/Commerce) East: HWY 252 /1-694 corridor South: I-694 corridor West: R-5 Multiple Family Residence Neighborhood: Firehouse Site Area: 14.93 acres Setback Standards: Building: Front Yard = 35 -ft.; Rear Yard = 40 -ft.; Side Yard (Interior) = 10 ft.; and Coiner Side -Yard = 25 -ft. Parking: 15 -ft. from any street right-of-way line. Conformity to. Land Use Plan: Yes Zoning Ord.: Yes — subject to PUD Amendment Subdivision Ord.: Yes Sign Ord.: Unknown or not under consideration at this Variance Needed for Request: No, the site plan meets and/or but certain building setbacks and other allowances may be considered and granted subject to approval of the amendment to the Regal Road BACKGROUND The subject site is currently zoned PUD/C2 (Planned Unit Development/Commerce). The original Regal Road Development PUD plan was approved on July 27, 1998; and the new zoning for this area, from C2 (Commerce) to PUD/C2, was approved by Ordinance No. 98-10, adopted The 1998 PUD provides an approved development plan of three parcels: Pad Site No. 1 a 13.09 acre lot for the proposed Regal Theatre, an 85,250 sq. ft., 20 -screen movie theatre with 4,592 seats and 1,148 parking stalls. Pad Sites No. 2 and 3 have lot areas of 1.65 and 2.02 respectively and were identified as future "restaurant uses" and were specifically precluded as a fast food / convenience food restaurant, gas station/convenience store, car wash, pawn shop or check cashing operation. Shortly after this original PUD approval, the developers applied to the city for the first amendment to the PUD. The PUD amendment requested the option of providing a traditional open storm water pond for storm water treatment purposes, instead of the underground chamber system that was originally designed and approved under the July 1998 PUD submittals. The staff memorandum that accompanied the PUD amendment referenced concerns on receiving Watershed approval for the underground system and the option would enable the project to stay on schedule. App. No. 2015-009 & -010 PC 10/29/2015 Page 2 This PUD amendment was recommended for approval by the Planning Commission on September 10, 1998 and on September 28, 1998 the City Council approved the final plat of Regal Road Development Addition with the amended PUD plans including a surface ponding area and a reduction in the lot area of Pad Site 3 from 2.02 acres to 0.96 acres to compensate for the theatre parking area lost by the open pond area. Attached for your reference is a copy of the Resolution No. 1998-133 which approved this PUD rezoning application, a copy of Ordinance No. 98-10, and a copy of the recorded Declaration of Covenants and Restrictions (the City's PUD agreement). On February 27, 2006, the City Council adopted Resolution No. 2006-25 approving a PUD amendment and site plan approval to allow the construction of a 10,000 sf. multi -tenant building on Pad Site 3. Attached for reference is a copy of this resolution. In 2007, the City obtained a drainage & utility easement and developed a underground storm water treatment facility south of the existing ponding area. The system consisted of two large concrete chambers (64' x 52' x 16') that were connected to the existing 72" area storm sewer and provide treatment prior to discharging into the Mississippi River. On November 9, 2015, the City Council approved a PUD amendment relating to the development of Pad Site 2 for a 4 story 80,000 sf. commercial self -storage facility. The PUD agreement was not revised or amended when the developer decided not to proceed with the project. The approval a classifi ME Council perms Covenants and Restrictions for the Regal Road Development (PUD of Lot 1, Block 1 (Pad Site No. 1) for only a twenty screen movie ;40 sf. with approximately 4592 seats; unless the owner first secures in amendment to the planned unit development plan or a rezoning to such other develo>)ment and use. The owners of Lots 2 and 3 (Pad Sites No. 2 & 3) may apply for amendment of the planned unit development for said lots to allow another use which is compatible with surrounding and nearby properties and consistent with the City's comprehensive plan and the public health, safety and welfare; provided, however that said lots may not be developed or used as a fast food or convenience food restaurant, gasoline service station, convenience store, car wash, pawn shop or check cashing operation. The amendment provides for the changes necessary to facilitate the redevelopment of Pad Site No. 1 and Pad Site No. 2 for the Topgolf commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets. App. No. 2015-009 & -010 PC 10/29/2015 Page 3 Additionally, amendment will enable the creation of a 1.62 acre commercial outlot with an interim use as a Metropolitan Transit Park & Ride. A PUD Amendment may provide for certain reduced setback allowances for the new building placement; size and location of signage; and/or a reduced parking numbers for a proposed use. In some cases, Zoning Code requires commercial uses in C1 and C2 Districts to provide certain buffers such as opaque fences, berms, landscaping or a combination, from residential uses or zoning districts. The adjacent Melrose Gates Apartments is located in the R-5 Multiple Family Residence zone. The buffer requirements are only applicable when C 1 /C2 developments abut an R1, R2 or R3 residential zoned district. Pursuant to City Zoning Code Section 35-355; PUD- Subd. 3. Development Standards. d. Parking provided for uses within a PUD shall be consistent with the parking requirements contained in Section 35-704 of this ordinance unless the developer can demonstrate to the City's satisfaction that a lesser standard should be permitted on the grounds of the complementarity of peak parking demands by the uses within the PUD. The traffic study prepared by Spack Consulting comments on the City's parking ordinance and provides a recommendation that the 481 stalls used in their site analysis provided sufficient parking for this use. The report references the peak period for the Scottsdale, Arizona Topgolf location occurring on Saturday evening with 397 parking stalls occupied. Additionally, the report identifies the location of a sidewalk along Camden Ave. and along the eastern parking lot, which merits consideration in the site plan review. The site plan illustrates a total of 513 parking stalls for Topgolf and 222 parking stalls for the commercial outlot. Since this use is not specifically identified under Zoning Code Sect. 35-700 — Off Street Parking Requirements, other similar uses can be, identified or used for such unnamed uses. The following are different calculations per Sect. 35-700: Commercial (Retail and Service Office) C. Other Retail stores/centers/financial institutions: 11 spaces for first 2,000 sf. GFA + 5.5 spaces for each additional 1,000 sf. GFA Calc.: First 2,000 sf. = 11 spaces 65,000 — 2,000 = 63,000 sf. /1,000 sf. = 63 x 5.5 = 347 + 11= 358 spaces Bowling Alley (adjusted from 5 spaces for each lane to 4 spaces for each hitting bay with a 150 seat restaurant/bar/lounge) Calc.: 4 x 102 = 408 (150 seats divided by 2) = 75 App. No. 2015-009 & -010 PC 10/29/2015 Page 4 + 60 employees divided by 2 = 30 for a total of 513 spaces The zoning ordinance states that uses not covered by the code shall be determined by the City Council using the most similar use. The Planning Commission should consider the similarities of the uses and provide a recommendation the City Council's decision on a parking requirement for this PUD. INITIAL PUD FINDINGS & RECOMMENDATION Planning Staff is providing for the Planning Commission's consideration certain findings which may assist in supporting the recommendations to approve this PUD Amendment: a) The allowance of this non-specified commercial use in this underlying C2 (Commerce) District will help promote and enhance the general welfare of this overall PUD, as it maintains and keeps the redevelopment of this site active and ongoing; and reflects a reasonable need or benefit to the PUD Site as requested by the Developer. b) This development site and overall PUD site will have adequate measures in place to maintain and provide suitable access to the site. c) The development plans by Topgolf appears to be a reasonable and effective means of adding additional commercial tax base to the community; and will be a good fat overall Regal Road Development Planned Unit Development project area, and is supported and approved by the Planning Commission. d) City will require an amended declaration of covenants and restrictions for this commercial PUD that will include the interim use of the northern parking area as Metropolitan Transit Park and Ride site and address the future use / redevelopment of this Outlot to complement the Hwy 252 freeway conversion improvements. PRELIMINARY PLAT OF REGAL ROAD DEVELOPMENT 3RD ADDITION This application includes the consolidation of Lot 2, Block 1 Regal Road Development Addition, the 1.62 acre vacant lot at 6330 Camden Ave. N., referred to as PUD Site with Lot 3, Block 1, Regal Road Development 2°a Addition, the 14.15 acre Regal Theater site at 6420 Camden Ave. N., referred to as PUD Site 1. (insert pre. Plat exhibit) App. No. 2015-009 & -010 PC 10/29/2015 Page 5 The replat includes the dedication of additional right of way for the extension of Camden Ave. N. and relocation of the existing cul-de-sac to facilitate the placement of the Topgolf building; vacates and rededicates the necessary utility easements; and creates a new 1.62 acre commercial. As you will recall, there is a narrow strip of MnDOT right of way that is considered excess right of way from the I-694 and Hwy 252 improvements. The City's Engineering Department is working with MnDOT to coordinate a turn back and/or conveyance of this abandoned remnant of a previous City Street. The development plans are to remove the pavement and establish turf in this area. This photograph illustrates the existing conditions that will be corrected by this development. To the west of the site is the Melrose Gates Apartment buildings which has a fire lane access easement to Camden Ave. that will be improved by the extension of the cul-de-sac. SITE & BUILDING (DEVELOPMENT) PLAN IMPROVEMENTS ❖ Layout & Architecture The proposal by Topgolf facility is a new 3 -story, 65,000 sf. commercial recreation facility that has it commercial exposure facing south ( I-694) with the northern portion of the building providing 102 hitting bays into the 220 yard golf driving range. Insert (building elevations) The redevelopment provides for a southern (front) parking area of 101 parking stall, including 13 handicapped stalls with a landscaped, a driveway entrance from Camden Ave. and an elevated entrance to the Main floor (second level of the building). To the north of the building is the 220 yd. driving range with 10 in ground lighted target areas that are enclosed within a polyester barrier netting system that varies in height from 90 feet to 170 feet. The netting system includes a total of 27 steel poles (42" diameter in width) that are off -set approximately 55 feet apart. App. No. 2015-009 & -010 PC 10/29/2015 Page 6 The eastern side/Hwy 252 frontage of the site has 412 parking stalls with a landscaped drive lane that is accessed from a new entrance onto Camden Ave. The traffic report has recommend that a sidewalk be considered near this access lane to serve pedestrian movement within the parking lot. The northeast corner of the site contains the existing storm water retention and treatment pond and the 2007 underground storm water improvements. The new entrance onto Camden Ave. (approximately 150 the Regal theater) will also serve the parking lot on the con The building's exteriors finishes of the building consists amount of stone and composite paneling and colored chan glass which accents at the main entrance and highlight the 694. The quality of these finishes and the building visibilit, Topgolf and the City of Brooklyn Center. The archit II elements specified under the city's Architectural Creek Crossing PUD development. • Parking & Access .;. FOR SITE/DEVELOPMENT PLAN: Attachments th of the existing entrance to outlot. EIFS with a significant washing metal mesh, and ignage and exposure to I - will draw positive attention to .res meet the Class I and Class established under the Shingle App. No. 2015-009 & -010 PC 10/29/2015 Page 7 SHEET INDEX - 05/15/17 CO -1 COVER SHEET - 05/15/17 C1-1 EXISTING CONDITIONS PLAN - 05/15/17 C1-2 SITE DEMOLITION PLAN - 05/15/17 C2-1 SITE PLAN - 05/15/17 C3-1 GRADING PLAN - 05/15/17 C3-3 STORMWATER POLLUTION PREVENTION PLAN - 05/15/17 C3-4 SWPPP DETAIL 0 - 05/15/17 C3-5 SWPPP NOTES 0 - 05/15/17 C4-1 UTILITY PLAN - 05/15/17 C6-1 PRELIMINARY PLAT 0 - 05/15/17 CB -1 CIVIL DETAILS 0 - 05/15/17 C8-2 CIVIL DETAILS 0- 05/15/17 C8-3 CIVIL DETAILS - 05/15/17 C84 TOPGOLF TARGET DETAILS - 05/15/17 1-7-1 LANDSCAPE PLAN - 05/15/17 Ll -3 LANDSCAPE DETAILS SUPPLEMENTAL DRAWING INDEX - 01/19/17 1 of 2 ALTA/NSPS LAND TITLE SURVEY (NORTH PARCEL) - 01/19/17 2 of 2 ALTA/NSPS LAND TITLE SURVEY (NORTH PARCEL) - 02/06/17 1 of -I ALTA/NSPS LAND TITLE SURVEY (NORTH PARCEL) - 04/27/17 EXTERIOR ARCHITECTURAL ELEVATIONS - 04/27/17 1� ARCHITECTURAL FLOOR PLANS - 04/27/17 OUTFIELD POLE / NET LOCATIONS 0 - 04/27/17 EXTERIOR BUILDING SIGNAGE 0 - 04/27/17 FREESTANDING SIGNAGE 6 - 05/15/17 E1.0-3 PHOTOMETRIC SITE LIGHTING PLAN DRAWING INDEX LEGEND NLtED ORaE wDIrArEs DRAW INc INauom wm1IN rN a IssuE MOST RECENT REVISRN/ NUMR ER MOSr RECENT ISSVEOR RENSION MIE X/XX/XX I # SHEETTITLE GENERAL NOTES 1. Property legal description: Lot 3, Block 1, Regal Road Development 2nd Addition and Lot 2, Block 1, Regal Road Development Addition, Hennepin County, Minnesota. 2. Property street address: 6420 Camden Ave N, Brooklyn Center, Minnesota 55430 3. This existing conditions plan was prepared by a field survey prepared by Loucks and record utility drawings from the City of Brooklyn Center. 4. We have shown buried structures and utilities on and/or serving the site to the best of our ability, subject to the following restrictions: 4.1. Utility operators do not consistently respond to locate requests through the gopher state one call service for boundary purposes such as this. 4.2. Those utility operators that do respond, often will not locate services from their main line to the customer's structure or facility - they consider those segments private installations that are outside their jurisdiction. If a private service to an adjoiner's site crosses this site or a service to this site crosses an adjoiner, it may not be located since most operators will not mark such "private" services. 4.3. Snow and ice conditions during winter months may obscure otherwise visible evidence of a buried structure or utility. 4.4. Maps provided by operators, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. 4.5. The surface features and elevations shown on this drawing were located by Loucks. 4.6. Underground utility information and location shown on this plan were prepared from record drawings obtained from the client and the City of Brooklyn Center records. 4.7. Extreme caution must be exercised before an excavation takes place on or near this site. Before digging, you are required by law to notify gopher state one call at least 48 hours in advance at 651/454-0002. Topgolf BROOKLYN CENTER, MINNESOTA PRELIMINARY PLANS FOR: SITE PLAN APPROVAL, PUD AMENDMENT & PRELIMINARY PLAT APPROVAL VICINITY MAP WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER. CALL BEFORE YOU DIGI p Gopher State One Call I'+ TWIN CITY AREA: 651-454-0002 VTOLL FREE: 1-800-252-1166 PROPOSED SITE LOCATION CIVIL LEGEND xowsa �sraa vrxxwc P Q �.To, aux cuvEnT Q crrEva� ►� Po —T P:E ­ . _ P- POLE w.,EA x.xxaE TE�Px"xEN�xx�E x.x 1— —IN v"T wcv.n"x Y _ ccvrans i-a.� ,ERw PROJECT TEAM DEVELOPER/OWNER TOPGOLF USA BROOKLYN CENTER, LLC MARK FOSTER. 8750 N. CENTRAL EXPRESSWAY TEL: 303.910.5470 SUITE 1200 DALLAS, TEXAS 75231 DESIGN / BUILD CONTRACTOR ARCO MURRAY THOMAS BOERMAN, P.E. 3110 WOODCREEK DR. TEL: 331.251.2738 DOWNERS GROVE, ILLINOIS 60515 CIVIL ENGINEER LOUCKS MICHAEL J. ST. MARTIN, P.E. 7200 HEMLOCK LANE TEL: 763.496.6713 SUITE 300 CLARK LOHR, LEED A.P. MAPLE GROVE, MINNESOTA 55369 TEL: 763.496.6721 LANDSCAPE ARCHITECT LOUCKS DOUGLAS D. LOKEN, LA 7200 HEMLOCK LANE TEL: 763.496.6733 SUITE 300 MAPLE GROVE, MINNESOTA 55369 PROJECT ARCHITECT ARIA GROUP ARCHITECTS, INC. CONTACT NAME 830 NORTH BOULEVARD TEL: 708.445.8400 OAK PARK, ILLINOIS 60301 ELECTRICAL - SITE LIGHTING GLUMAC KYLE PACE, P.E. 150 CALIFORNIA STREET TEL: 415.693.4004 3RD FLOOR SAN FRANCISCO, CALIFORNIA 94111 so LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424-5505 —Ibuckslnc.mm 05/15/17 CITY SUBMITTAL K CONS RUCON CO -1 COVER SHEET C1-1 EXISTING CONDITION PLAN C1-2 SITE DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C33 SWPP PLAN 0-4 SWPPP DETAILS C3-5 SWPPP NOTES C4-1UTILITY PLAN C6-1 1PRELIMINARY PLAT C8-1 CIVILDETAILS C8-2 CIVIL DETAILS C8-3 CIVIL DETAILS C8-4 TOPGOLF TARGET DETAILS L1-1 LANDSCAPE PLAN Li -3 LANDSCAPE DETAILS aj ' is SURVEY LEGEND -EXISTING CONDITIONS ®® CATCH BASIN --STORMS[ WE I STORM MANII OLE >SANIIARYSEWER 0 SANITARY MANr 101E 1 WATI RMAIN - -- -- \\ ® IIYPR NraiHolL —rEc UN,IRCROUNDGAFPIRIONI_ .ce �e 4 °.M aJ<zz vu. I ,.-aesi __ _ \ \ ❑ FTLEPIIONI PFDFSTFlL OVLRI II,\D UTILITY < aiaa 96"`j z (� O (OWER POLL ' CHAIY LINK FFNCF <� I < n / �e a cc I.IGHI POT - CON(RITF CURB G SIN �coNaILTF svol H.FvnnoN gTz eoNrouR DFNOIESRLMOVFAII ABOVE GRADE IMPROVIMENISAND sa kk ,_ in rou azar I pis x4�sie / �XA ry I S 7K 56 _ _ `\� / ABAND(TN IN PTA([ AU 11 III.ITIFS /\/VY OF NOTES III UNDERGROUND U ill I ITS t..J 4 sJ 6 �' / REMOVE EXISTING a W - UTILITIES AND cec --T'`x�a�s,.3s _ REMOVAL LIMITS STRUCTURES WITHIN eun x,_e2za s.c. _. --- THE PROPOSED REMOVE EXISTING / S BUILDING -- �C•," BUILDI GENVELOPE NBITUMINOUS PAVEME�P) �xJ 777-F2 ^ ABANDON IN PLACE EXISTING STORM -O" 2a SEWER. REMOVE - J I \r _ ��° 1I ' _ -- e•P_�_OESE CR WITH STEEL Px4xn aoc) ( P ) - PLATE-- .. Ct, sc v\ ABANDON IN PLACE-.ln/ \ c a w I n a c �y\ EXISTING WATERMAIN. Y - - - - _ Q vx� i Ir, F' I AND R L _ -. - - _ ix - °er I P r �jl r I I� REMOVE VALVES j[ i I HYDRANTS & CA -J I - _UTILITY (TYP ) i _ _ -. I-_ � �a^ _ _ - - DI %` L, _ REMOVE EXISTING - _ - - - e ® esa s CURBAN D CONCRETE a � c vmazses < u. I ry J REMOVE EXISTING x J sw WALK `J v aJ.ze + SIGNAGE ^ xv_a2e a N ie x + a xu aP.aJs - _. • rvv_arzs XCS � ...H I .. _ __ -. Bob m. .J2 -_ X y s v n Is] m I I , r m xmv^9.to.80 N wv_ mai ra I 4 Vm - - ^ 0 c I qq 1 - � � - � I m ^ I �' '. o n X t✓ k - xv a a ar EXISTING BUILDING TO BIfa�ng E RAZED er I° iw AI t m m _X--16 O o I � I a° a0 is^xcv ea°.ee � Z s t � � ''� 1 m nr�cnr-s ^ kv X rua} v=d C 0 `9 w o � T, .. �� DR... � 31 I I pI ir. % r mA _---.c>}xc__ _- +"�- -ns �^' s_ -- J _ ; i n< IEL 'El a�=aJJ as roxce » ------ �` Tux s vvc z: acP - - .sa11 io raax. Et z sen f xvme s x.s c eJs.J x n c r grove Js s s x s xuaae..65 a r. J x p suH > > > ® xv azxsa� a^ems veszz ____ __ <cn �Nv vs < � < <—� >< < < � s e �� � __ Go -I -I I I— —I f — — _ _ — — — — _ _ _ 1]PeE.w a a SITE DEMOLITION NOTES m 85°28'22" N NI OF CONS] RUCI ION ACT IVITY. IHE. 'o I. II -IE CONI RACIOR Sl TAI -1. IAKF.AI.1 PRECAE171ON5 NECESSARY 70 AVOID PK0PI. 121Y DAMAGE 1O IONTRACIIIRCFLAIUNOPRIOR TOC INFIR CLMI. ADIACLNIPROPL III ILS DURING 111E CONSIRUC1IONPIIASECJI THISPROILCI IHLCONTRACTOR 4. HIEDUIYOI II -II. ENGINEERORTIIFDIVLI.OPLRIOCONDUC7(ONSIRIICIION REVIEW Of 711E CONTRA(lOR 511AI.1-NOIIIY THE FNGINI:ER OI ANY DISCRI PANCILS (JTZ VARIATIONS IROM THE WILL BF I-IEI.DRFSPONSIBII FORANYDAMAGESIOADA(1NI PROPCRTIFSOCCLJRRINGIJURING CONTRA(TORSPFRFORMANCEISN011 NILNDEDIOINCtUDEREVILWOFTI-IF ADFQUACY0I-IHE PIANS. VIII 11-11 CONSI RUCIA I ION PI SL OF I I -US PRO)LCT. CON I PAC]ORS SAFL I ML ASURCS IN, OR NEAR I I -IF CONS I RUC ION SII E.. ' � 9. MINNFSOTA STALL SIAL UIC RFQtTIRE5 N01111CATION PLR "GOPHER SEAT : (JNI: CALL ."PRIOR TO III I 2. 11 iL r CONTRACTOR\NIL I. BE RFSPONSIBI E FOR PROVIDING AND MAI N IAINING I RAD C C OU N I ROL 5. ED BE GINNING CONSTRUCTION THE CN I RACI OR SHAI- I. INSIALL ALL EROSION CON T ROE COMMFN(INGANY GRADING, FXC\VAI ION OR LI NDFRGROUND WORK. II DFVIC FS SUCH AS BARRICADES, WARNING SIGNS, DIRECT IONAI SIGNS, FI. AGMFNAND LIGE -IIS 10 MEASIJRFS. REFER 10 SHILL C3-2 EOR EROSION CONTROL INIORMA I ION. + II CONTROL IIiL MOVEMENT Of TRAFFIC WI-IERF NECESSARY. PL AGEMENT 01 IIILSL DEVICES SHAH 7C1. CLEAR AND GRUB AND REMOVE N.I. TREES, VEGEDEBRIS IO GRADING. PRIOR AND SII L L BE APPROVED BY TF IF ENGINEER PRIOR IO PLACLMLN I. [RAI FIC CONTROL DEVICES SI IAL 6- DEMOLI TION AND UT It I T Y WORK MAY RLQUIRE CITY AND MNDO I PLRMI IS_ AT I. REMOVED MAT TRIAL SI TAT I BE HAULED FROM THE SIT E DAILY. AT L CLEARING AN D GRUBBING CALL BEFORE YOU DIG. 0 40 80 CONFORM TO II IF APPROPRIATE MINN[: SOIA DEPARTMENT 01 TRANSPORTATION STANDARDS. AND REMOVALS SI-IALL BF PERFORMLD PLR TILE CONE FACT SPECIFICATIONS. EROSION CONI If( 0 UPON FMOVAI.. SEL IHE STORMWAI LR 51 S SI I Bf IMMf DIAL LEY [SIABI.ISI1LD lP. R. 7. CONIOF,AJR IOOCKPI AND GRLIB IXISTINGVEGETATION WI IN FNT,\NSIRUC()N(-OMIT5,51 RIP POLIU RL. \I.. 4q Gopher State One'Call 1, IN.\CC 0IZDANCE WIIII GFNFRAI.I-Y ACCEPTED CCJNSIftUC1ION PKACIICFS, IIIT CONTRACI(JR IOP SOIL, AND SIO(ICPIIFON-SITE. ftETf:R IO SWPPI'EOR Sl DIME NT ANIJ IKOSIONC C)NTR01- POLLUTION I'RFV[N7ION PI -AN (SWI'PP). ^ p't l..l State 1. Q WILLBLSOLLLYANDCOMPI.FTEIYRESPONSIBLFFORCONDIIIONSON IIiE)(JBSIIE,INCLLJDING REQUIRLMENIS_ TWIN CITY AREA: 651-454-0002 0 v SAFETY OF AI L PERSONS r\ND PROPERLY DURING 1111 PDIFORMAN(F OF TITS WORK. TI115 u TOLL FREE: I-800-252-1166 SCAB' IN []j( n IZLQUIRLMLNI WILL APPIYCO NHNUOUSLYAND NOT BE I. IMIIID IONORMAI WORKINGHOURS_ 8, TI-IECONIRACIORSHALI IIFI.DVFRIFYIC .OATIONSANIJ ELEVATIONS OE EXISTING U11L111F5 AND - • m PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lanc Su to 300 Maple Grove MN 55369 763 424.5505 www.loucks nc.com - CgDD QUALIFICATIQN ' SUBMI7TAL/REVISIONS CORD©� „ CTIO PE License EI 24440 Date N/A Loujckst s Project N. 16366.00 f\ P elead MJS D wn By CDL Ch caked B MJS 1 Rev w Dat 05/12/17 •-,I CO -1 COVER SHEET Ci -i EXISTING CONDITION PLAN Ci -2 SITE DEMOLITION PLAN j5( C2 -i SITE PLAN C3 1 GRADING PLAN C3 3 SWPP PLAN C3-4 SWPPP DETAILS C3-5 SWPPP NOTES C4-1 UTILITY PLAN / C6-1 PRELIMINARY PLAT C8-1CIVIL DETAILS C8-2 CIVL DETAILS C8-3 CIVIL DETAILS C8-4 TOPGOLF TARGET DETAILS Li -1 LANDSCAPE PLANTREES L1-2 LANDSCAPE PLANSHRUBS L7 3 LANDSCAPE DETAILS i �I I ip STATE HIGHWAY252 I I ion 977 ( oP­ --- i ELEi<T ON 8269 ( 1 — � JLt,4L- a,,���1-I ! 1J-1LtIIJ-I_LLII1-1 LL -- 26 Z6 21 r L ------------- --- — -- — — ,J TOP GOLF NETTING C9 GUY WIRES 20 _ .TOP GOLF ,BLALKTN 4 (SI;EDIEDY ---PROPOSED - sd0� LGN _ J 121illlllll!I El P130POSEPITZ S ACCESS PROJECT BENCHMARK BENCHMARK: IN BROOKLYN CENTER, 0.3 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM THE JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK HIGHWAY 252 MILE POINT 50, 40.3 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 252, IN THE NORTHEAST CORNER OF THE WEST BASE OF AN OVERHEAD SIGN OVER SOUTHBOUND TRUNK HIGHWAY 252. ELEVATION = 834.24 (NGVD29) SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED ON THE PROPERTY APPROXIMATELY 80 FEET EAST OF THE CUL-DE-SAC OF CAMDEN AVE. N. AND SOUTH OF THE DRIVE AS SHOWN HEREON. ELEVATION = 839.90 (NGVD29) 'i XI c / I ------ eel I IT F-T\ter 77 531 — — -- 29 1— -PROPOSED DRAINAGE 2t 14 �— AND UTILITY -� EAS EMENT(SEE PRELIMINARY PLAT F 695 REGULAR PARKING SPACES R3' \ "e 1 OR FURTHER DETAIL) — -- 14 ADA ACCESSIBLE SPACES (2% OF TOTAL) _ PROPOSED CONCRETE SIDEWALK \ � 5 SAW-CUT/LIMITS NEW FULL — PAVINGL i p _ TYP. TVP. 24J) R3'' TYP. P. - ��,P. TY /y 7TYSP. I I ----- e'�`=�- e'nsl - z- ^i��> �f F§ P95ED_CONCRETE CUBBLlCU l I EXISTING i, sns�_r� z lIfi4.65--� e'Tis s -<CAMDENAVE.-N- I I I I ea iPc I ILL SIGNAGE AND STRIPING NOTES I. CON I RAC FOR SHAT. I HF RI SPONSIBLL F OR ALL SII L SIGNAGE AND S I BRING AS SHOWN ON T I ITS PL AN. 2, CON I TRACTOR SE IAT I. PAINT AI.I ACCESSIBI. F SIM I S, L OGOS AND CROSS l-IAICI-I IOA[ ANG AISL ES WI TH Wl1111 PAVEMLN I MARKING PAIN 1, 4" IN WIDTH_ 3_ CONTRACTOR SI TATI. PAINT ANY/AL L DIRE CI TONAL I BAD IC ARROWS, AS SI TOWN, IN WI ]ITT PAIN T. 4_ AL L SIGNAGE SI AL L INCL U01 POST (ONCRE I L TOO I ING AND ST LLL CASING WHLRL REQUIRED_ 5. AT I. SI (NAGE NOT PROTF(TFI RY(LI OCAI )INP PARKING IOTO 011 IFR PAV D ARFAS TO BF PI ACI D IN SI L L L CASING 111 IT ) RR I AEI A R f , WIT H CONK RL TL AND PAIN E LD YE I LOW REE ER IO DETAIL. 5, ANY/ATI SI OP SIGNS 101N( LUDL A 24 WIDL PAINI LD SI OP BAR IN WHUE PAIN 1, PLACED AI IIIE STOP SIGN I OCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPI. ICABI F. AI.I STOP BARS SI TALI FX TEND FROM DIRFCTIONAI I RANSI I ION BEI WLI N I. ANTS 10 CURB_ 7, AT I. SIGNS TO BE PI. ACE D I7"BH FIND L\CK1 C-LIRB UNI. ESS OTT fFRWISE NOTE D_ SITE NOTES I. \LIPAVING,C ONCRTfTICURB GITTE RAND SIDLWAL KSHALIBL FT(fIJRN ISIIFDANDINSTAI.LLD IN 1C(ORDANC F WI71I Ilil DI TAIISSHOWN PIR THE DIT111 SI IFS)ANDSIAIL/LO( AL JURISDICTION RLQUIRIMLNIS 2. ATLI SSIBL L PARKING AND ACCESSIBLE ROU I IS SHALL BL PROVIDE DPF R CI IRR[NIADA STANDARDS AND I OCAUSIAH REQUIREMENTS. 3_ All CURBDIMINSIONSSFiOWNARF TODD IA(EOFCLIROUNLLSOIIiIRWISENOLED_ 4. \II13L111.DINGI)IMINSIC)NSAIRLIC)IIIIOIJTSII)FFACFOFW\LI.LINtISSoIllERWISl NOTED. 5. TYPICAL IUU Sill D PARKING STAII IS 9 X 18UNI LSSOIIILRWISL NOII. D_ 6_ All(URRRADIISIIAII. BL 501 INILSSOTHIRWISI NOIID 7_ NII IIMINOUS IMPREGNATED I IBI R BOARD IO BL PLACLD AI DULL DEPI H OF CONCR[I E ADIACI NT 10 1 MISTING SIRIJ( I URLS AND 31HIND IIND CURB \UJAC'FNT TO DRIVEWAYS AND SI DI \NAI KS. 8 SEE SII L L LEC I RICAL PL AN FOR SI I F LI GI -II ING. REFER TO ARCHITECTURAL PLANS FOR DETAIL PROPOSED TOPGOLF \ 2ND LEVEL FEE =85300 `T IL LOWER LEVEL FEE = 839 FLUSH CURB W/ ADA PARKING SIGNAGE IN ..� CONCRETE dL BOLLARDS \ dLJ drJ Wm& [ate �)3'Fi9A0 SWAY PROPOSED TRASH -. - ENCLOSURES & IRll LAUNDRY SERVICE I' I STATION Z A Z 6612 CONCRETE \ \ CURB (TYP) i g C ] \ i I \ 0 12 ( \ \ \ \ PROPOSED PYLON \ SIGN 0 11 .J i �4g^W Ati OB 95p4 � Gh- /40t '�11Li a� PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock L 5 't 300 Maple G MN 55369 763 424.5505 www.loucks nccom 05/15/17 CITY SUBMITTAL -- — — ——---------- --- --------J R Ipo.00 O R25' I X825' R30' TEL �•J IL TEL TEL TEL Tcc Ici — TEc ----------I 85°28'22" �illl� CALL BEFORE YOU DIGI Gopher State One Call 0 40 80 TWIN CITY AREA: 651-454-0002 w u TOLL FREE: 1-800-252-1166 %7==� SCALE IN FEET CO -1 COVER SHEET Cl -1 EXISTING CONDITION PLAN C1-2 SITE DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-3 SWPPPLAN C3-4 SWPPP DETAILS C3-5SWPPP NOTES C4-1 UTILITY PLAN C6-1 PRELIMINARY PLAT C81 CIVIL DETAILS C8 2 CIVIL DETAILS CB -3 CIVIL DETAILS CB -4 T DPGOLF TARGET DETAILS Lt -i LANDSCAPE PLANTREES L1-2 LANDSCAPE PLANSHRUBS L1-3 LANDSCAPE DETAILS Co u, LNL \ Wm& [ate �)3'Fi9A0 SWAY Ikn�ssfR tMln_ 7TIDif6® \ IRll N4NROLE— ®EBwnHEB jy SER Rta+i®w� �pnanm -- — — ——---------- --- --------J R Ipo.00 O R25' I X825' R30' TEL �•J IL TEL TEL TEL Tcc Ici — TEc ----------I 85°28'22" �illl� CALL BEFORE YOU DIGI Gopher State One Call 0 40 80 TWIN CITY AREA: 651-454-0002 w u TOLL FREE: 1-800-252-1166 %7==� SCALE IN FEET CO -1 COVER SHEET Cl -1 EXISTING CONDITION PLAN C1-2 SITE DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-3 SWPPPLAN C3-4 SWPPP DETAILS C3-5SWPPP NOTES C4-1 UTILITY PLAN C6-1 PRELIMINARY PLAT C81 CIVIL DETAILS C8 2 CIVIL DETAILS CB -3 CIVIL DETAILS CB -4 T DPGOLF TARGET DETAILS Lt -i LANDSCAPE PLANTREES L1-2 LANDSCAPE PLANSHRUBS L1-3 LANDSCAPE DETAILS STATEHIGHWAY252 - I n a el a --------- Axa ` _� _ - vv v --- - \ a \ 'c a n m (� eono I v. rzs. a x Soox ^ 9Ps 835.73 P� e$ ( cacareo z/ rzno s BQSJ• �� �^ E 835.83TCH \ /y sale 'I �I eccvwT ox Bass ��''�� - 1sT I Ha s r q, MA ' Tro cr xnTea rern- cz sa \ - _ MATCH "I B3LIT L_ - \ 83628 8 68 vazc ) 836.81 7/B� 61 ` 3 1 6 r93 13 � 837.55 1 8 6.4 836.79 \ �. /MATCH 836.2f 36.42 838.03 834 sru" 837.30 \ E nw m ccs \ � H &3639 \ mm LOUCKS PLANNING 836.00 CIVIL ENGINEERING 83 0 LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL�00 835.�8353x I,, NATCH 7200 Hembck Lane, Sit,, 300 �� - /__ ( II. 83490 l-�\ 840 I' \\\\\\\\\ Maple Gro 5 835.63 83530 r'�\ - , \ a \ \ MATCH 835.67 035.39 �9 \ 7- e \ \ \ \\� www 1763,424.5505 oz cks nc com 9 u, 835.73 1 � _ 1 \ / \a ' _ n MATCH 634.7 �\�\�\ 835.48 84,.280, \\ y I \ `.5 \ W 1 835.84 - -836.15 / \\\\ O. \ _ _ �� 835.03 835.20 / a+' „^8.35.62 I / / +� shy\ j F (Y11'h - a 839.99 \\ \\\� \ mea MATCH 835 O3 r j I ^, 835,70 \e /�{�F//`/ ^ ARCHITECTURAL \\\\ R � - 835.13 P I ' 836.50 3 MATCH �, w I 837.00 841.30 e 835.50 PLANS FOR DETAIL \ .a MATCH -_r 35.41 !� 835.39 d 86g3/ �a e 8385 839.88 wv_e�zaca 836 a I 84*� - PRO POSED x a NBP 2NO 1 G a 8401 LEV 833.80 LOWER LEVEL FFE =839.00 `� 839 d\ \ L /, \ \\, p 85.50 837.40- 839-�,.s / 835J0 .a 836.25" 837.80. L ,'B3 \ _-- 836.12 §6.zs s p T- /.U- 39.00 00 83821 a \ 83900 is ac � GW=�838,.88 1.- 837. C 837.3a83 z0s �•aa337z5s61, 8380 .x9 I \\��\\�'\a V\,A \\ � 05/15/17 CITY SUBMITTAL ^ 48 83738 837.78 835.GW_838i1 3o 8377T A V . \136-5 I s cn 1 840.00 836.10 �\ /m 836.60 � 837.00 E \ / 1 I 838.43 1 937.78\ 839.00 drJz - 11 -' 836.25 838.50 1 - 4 \ \ / 842.80 �� 837.29 837.49 (\,\ e� \ lx, I I I \ 1y 837.08 j- a,� �, a _ 838.00 836.25 d a1�836.70 1 _ ,n a I 836.50 ya� 's e 836.44 �3 au ecaa-r 837.04. < 'j� U 1 y '� \ - 1 39.00 37.60 83634 / " 18138.50 838.50 836.25 m 843.00 1.840-001 835.50 - - �j0 1 837.28 or.n� ��:' 833.50 �� Ibn 838.25 "a ' v-83629 836.76 \ 837.00 > 831.3 1 1 1 p CT 7R se /e 1 m s &� I 0 839.00 ) ^ 836.36C�NSTiz M ���u�a�seNo.` 2aN/A B3s.eo " a36.a4 VA � A � ! V A A Dare N/A _83830 s sS,p 836.57 `� o� \ \ \ �, Loucks Project No. •76366.00 A / 1 638.30 i, 1" r J p 83 .01 a" I='� I �y sw' 39 s - I �'" - \ \ Project Lead MJ5 �II \ TW=844.04 837 8 0 1 s / �_\ 1835.051" \ `� Drewn By CDL ® TW=844.00 1 1 1 8A / - 835.82 Checked By MJS g ,T) 83534 / 7W-844.90 .TW- 844.90 GW%IW=841.16 1 6' 835.33 \ a 'x� 835.48 - *'xr aa° ew Date 05/12/17 B a 838 835.59 GW=839.50, -_ " 834.54 a \ 1 \ B. 8383D, 83 04 \n i o GW=838.00 - \ 834.34 / 836 a 835.53 835.16 a _ e 1 837.75 7 p C - ^ - - - IX I \- -a i - - - �,- o -- \ - = 838.18 \ 834.74` 635140 "- 7 \ C0-1 COVER SHEET L7 I �: iz as MATCH-- I �; / i f/ 1 / e l / //J 838.18 oP \ I GC N le / _ \ ,°,-I' 0 1 1 C �a �' - '\ - - I Cl -1 EXISTIN CONDITION PLA 835.68 _ J Cl -2 SITE DEMOLITION PLAN J , s a � _ C3-1 GRADING PLAN ce-� -- - - -- - - - Trl-- - - T;'s' 836.87 C3-3 SWPP PLAN " fiu""ea-.es aay 835.03 -.. 834.6H xu-eT. » �. - < '-� s sns ._ �-+s` __ _ - s _ MATCH_ ,a sT s,ux ow a si rece B ra _- _ _ ns --80 - - _ C3-4 SWPPP DETAILS v, » -MATCH aca a+,e a v? a ;f 835.72 834.56 c 834.80 \ 835.25 ay., y s A " 835 301 - Avec C3-5 SWPPP NOTES 3 a a>r 444444 a c - sJo AZGi1aLIx ez�. a e'ovc cs xv ei�.w s e'avc a,"0 amu �' 'a' _So "„� < <�< �'`��%,� C41 UTILITY PLAN a,oae� x" :,a <C-MDEAI ASE- ffF-� awra< , 8" e � ate, P"� MINARY e,ali 1 835.63^1 835.94 -� C81 CIVILI DETAILS PLAT ae BSP C8 2 C83 CIVIL DETAILS A /+ L8a 1LANDSCAPE EAPLAN-TRGET OILS RE S L1-2 LANDSCAPE PLANSHRUBS PROJECT BENCHMARK GRADING, DRAINAGE & EROSION CONTROL NOTES e5°2622 a-3 LANDSCAPE DETAILS BENCHMARK: IN BROOKLYN CENTER, 0.3 MILES NORTH ALONG TRUNK HIGHWAY 252 FROM THE I _ SPOT H I VA [IONS RLPRLSENT I INISI ILD SURI ACL GRANTS, GUTTFR/E I.OW LINE, FACT 5. FOR SII L RETAINING WALL S'1 W" EQUAIS SUM ACL GRADE AT TOP FACE 01 WALL 9. SEE SWPPP I OR ADDITIONAL EROSION CONT ROI. NOT ES AND REQU IRFMEN IS, JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, AT TRUNK HIGHWAY 252 MILE 01 BUILDING OR IDGF OF PAVFUNI NI. FSS 0H IFRWISI NOTED. INOT TOP OF WALT.), "GW" LQUALS SURFACF GRADFAT WALL GKADL: TRANSITION, o POINT 50, 40.3 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 252, IN THE NORTHEAST CORNER OF AND"OW" EQUALS SURFACE GRADE AT BOT TOM FACE OF WALL(NOF BOTTONI OF 10 SLFUIIHTYPIAN FOIR WAI LR,STORM AND SANITARY SEWFR IN[ ORMAI ION. II�II� THE WEST BASE OF AN OVERHEAD SIGN OVER SOUTHBOUND TRUNK HIGHWAY 252. ELEVATION = 2- CA[C_I I BASINS nND MANHOLES IN PAVED AREAS SI-IALL BE SUMI'LD D,04N:ET. ALL BURIED WALL COURSLS). WW a 834.24 LNGVD29) CA CII BASINS IN GUI ILIRSSIIAI.L BL SUMPFD 0.16 HFFT. RIMHFVATIONSSIIOWN 11. SLE SHI. PLAN FOR CURB AND BINIMINOUS TAPER LOCA IONS. 1 -ppp ON PLANS DO NOT REFI FC l SOMPED 11 FVATIONS. 6 RFFFR TO I IE REPORT OI GLOI NO INIC AL EXPLORAI ION AND REVIEW, DAII D I�Ilpu SITE BENCHMARK: TOP NUT OF HYDRANT LOCATED ON THE PROPERTY APPROXIMATELY 80 FEET EAST 01/20/2017 AS PREPARED BY AMERICAN ENGINEERING AND IFST ING (AFT) FOR AN q OF THE CUL-DE-SAC OF CAMDEN AVE. N. AND SOUTH OFTHE DRIVE AS SHOWN HEREON. ELEVATION 3. GRADING, Of THE INIIL I RA TION AIRLAS SHALL BL ACCOMPL ISI It USING EXIST ING SUHSHIRFA0 SIT CONDITION ANALYSIS AND CONSTRUCTION CALL BEFORE YOU DIG! =839.90(NGVD29) IOW -IMPACT FART II- MOVING TOT JIPME NT TO PRFVF NT COMPAC I ION CJI HIT R FCOMMI NDATIONS. 0 40 80 UND F RI MING 5011-S. SMAII TRACKED DO/ERS AND 13OUC1IS WI IH RUNNF. IR TRACKS Gopher State One Call ARI IRFCOMMFNDFD. 7 STRFETSMUSI BL CLEANLDANDSWFPF WHINLVER IRACKINGOFSIDIMENTS OCCUIRS AND EFFORT SITESARI.I.FF 1 IDLE IOR WFFKFNDSAND HOLIDAYS .,\ rLyp TWIN CITY AREA: 651-454-0002 4. ALL L)ISIUR131.D t)NPAVID ARFAS ARF TO RFCFIVF MINIMUM OI 41NCHLSO1 IOP RFGLI IAR SWH PING SCHLIDULE MUST BI FS[ABLISHFD. iN�u TOLL FREE: 1-800-252-1166 %M%mm� 5011 AND SHED/MULCH OR SOD. I HISL AIRLAS SHALL BF WATFRFD/MAINTAINFD 13Y Tne CONFRACTORUN1u V1Ge[A]ION IS LSIABLISHLD. 8. DUST MUST BLADFQUAIFI.YC-ONTROLLED, SCALE IN FEET SWPPP LEGEND TEMPORARY ROCK ENTRANCE —SF SII.1 (INCL _CONSTRUCTION PREFABRICATED CONCRETE WASHOUT INL L1 PRO F CI ON 1 I -STING DRAINIGI PATTERN LF PRoposeD DanINnGL PnI n:RN ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK ENTRANCE EA 4 _CONSTRUCTION PREFABRICATED CONCRETE WASHOUT EA 1 SILT FENCE (STANDARD) LF 10,000 BIOROLLS LF 200 INLET PROTECTION EA 45 TURF RESTORATION AC 5 TYPICAL SUBSURFACE SOIL STRATUM STRATUM DEPTH TO BASE OF STRATUM MATERIAL DESCRTION BELOW EXISTING GRADE 1 2TO4INCHES FILL 2 2 TO 20 FEET SM, SP 3 12 TO 24 SC, CL *SEE GEOTHICAL REPORT AS PART OF SWPPP FOR ADDITIONAL SOILS INFORMATION PROJECT LOCATION C OHEU N T Y TOWNSHIP LATITUDE LONGITUDE NNEPIN 119 45.0717 -93.2886 NOTE 1. SI [ SHFIT (_3-4 & C3 -S I OR SWPPP NOI CS AND DFI All S STATE HIGHWAY252 N1 2 21 R\ / 0 40 80 %7==� SCALE IN FEET s VIN I . VVVA — yyyy; PROPOSED TOPGOLF\&AAA� 2ND LEVEL FFE=853.00 LOWER LEVEL FEE =839.00 �_ T O / / l L_ '11Rillm PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock L S -t 300 Maple G MN 55369 761424 w .loucks'nccom SUBMRTAL/REVISIONS ,——----�_ ---- o CONS TR WAA lvc� u—ddof?�q�1bEfffi6CBD HR waE oMmAW CO 1 COVER -- SHEET / �� C11 1 EXISTING CONDITION PLAN z_ \ V. C1-2 SITE DEMOLITION PLAN \ ® • O D Yh C2-1 SITE PLAN C3 1 GRADING PLAN C3-35WPP PLAN C3-4 SWPPP DETAILS SWPPP NOTES C4-1 IT TY PLAN LL C6-1 PRELIMINARY PLAT C&1 CIVIL DETAILS a 1 ENTRA V A ® — 1� C8-2 CV L DETAILS C CIVIL DETAILS js I\C84 TOPGOLF TARGET DETAILS 55 L11 ---1 LANDSCAPE PLAN TREES EES 32 LANDSCAPE PLANSHRUBSS WASHOUT L4LANDSCAPE DETAILS F, sso ,—SF—SF SF �=- —� — �� - i � L ✓ � s- ;J x \ 3., ; c s � srs r ,v �_- d— _ =�- a�'°xa a s v x < r — ROCK CONS-C{tUCTION� \ E �.. EEvIjEP.ANCH T) G$n wx e x av asw epvc zaa 4° .erssx Eye -� i �, — SF SF w-esAoe « SF SF SF m v �u- ss au -rise v �xv_ s se _- � hv_ex az c n+=azasz a 1 � w ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6' AND STAPLE OVERLAP AT IS INTERVALS. STAGGER JOINTS S(,RRf� STAPLE PATTERN /DENSITY SHALL FOLLOW MANUFACTURES OVERLAP LONGITUDINAL SPECIFICATIONS. JOINTS MINIMUM OF 6' ANCHOR TRENCH 1'703' DIG 6'X6' TRENCH 2. LAY BLANKETS IN TRENCH 3. STAPLE ATISNATURALS 4. AND MPAC NATURAL SOIL 6' AND COMPACT. 5. EXCEED 100 WITHOUT HOUTANGT EXCEED 100' WITHOUT AN 6' ANCHOR TRENCH NOTE: SLOPESURFACE SHALLFREE ROCKS.SOIL CLUMPS, STICKS, VEHICLELE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. oVFmo ®LOUCKS EROSION CONTROL BLANKET 3016 � NOTES PLACE BOTTOM EDGE OF WIRE FENCE INT061N DEEP TRENCH. 2. POSTS SHALL BE: • 6I MAX. SPACING. • STANDARD STEEL T -TYPE POSTS. 5' MIN, LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3• ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR N0.9 GALVANIZED STEEL PRE -FORMED CLIPS. 4. ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5. BACKFILL TRENCH & COMPACT. 6. STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNOOT SPECS 3090, 3897, STRAW OR WOOD FIBER 9' OR 12" DIA. SEDIMENT 2" .2 X 16" LONG WOODEN LOG ROLL ENCLOSED IN� STAKES AT 2'-0"SPACING. DRIVE POLYPROPYLENE NETTING THROUGH NETTING, NOT PENETRATING FIBER LOG. _ Oy TRENCH IF LOOSE SOILS) \' ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL SECURED WITH 50 PSI. ZIP TIE NOTES: SEE SPECS. 2573, 3137, 3B90 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'I APPROVED PRODUCTS UST MAY BE SUBSTITUTED fir, 10 GEOTEXTILE SOCK BETWEEN 4- 10 FEETLONGAND 4L INCH DIAMETER. SEAM TO BE JOINED SYMO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC, 3137 TABLE 3137-1; CA -3 GRADATION. ®! LOUCKS BIO -ROLL OR o 73002 No ROCK LOG :: INLET SPECIFICATIONS AS PER THE PLAN DIME N$ ON LENGTH AND WIDTH TO MATCH FLAP POCKET 12 B' MINIMUM DOUBLE STITCHED SEAMS ALL 4 6 AROUND SIDE PIECES AND ON FLAP POCKETS 12' OVERFLOW HOLES FROM, BACK, AND 2' (2' X 4' HOLE SHALL BE HEAT CUT INTO BOTTOM TO BE MADE ALLFOUR SIDE FROM SINGLE PIECE PANELS) OF FABRIC Y I FILTER BAG INSERT C (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX( NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. Ot ANUFACTURED ALTERNATIVES LISTED ON Mn7DOT'5 APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. AL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC 3086. 02FINISHSo SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MI NIMUM OF 10 INCH ES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 03 INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE, 32, THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE 013 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 33. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 31NCH SIDE CLEARANCE, FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. ®:LOUCKS INLET PROTECTION- PEI FILTER BAG INSERT i 1 1 1 1 1 1� 1• 1�' '111 �� i'11 ��II ��/�►, .;_11 �IIi'1.'1�4Ii♦ HARD SURFACE PUBLIC ROAD I TO 2' WASHED SO K NOTES C 2 COURSE AGGREGATE WASHED) MIGRATION OF THE UNDERI-YING SOIL INTO THE STONE, ROCKENTRANCE TO11 24'X36'X3/4' PLYWOOD CONCRETE WASHOUT PAINT PLYWOOD FACE WHITE AREA WITH 4 -MIN. STENCILED LETTERS PAINTED BLACK f 8'TREATED 4'X4" POST F SIGN 15'(MIN)MIN _2FT HIGH - SOIL BERM WASHOUTAREA'MUST BE IMPERMEABLE' MIN, R' DIA CONTRACTORECONTACONSTRUCT APPROPRIATE G �B10 LOGS b I IRENIO PUMPLI NTAINMENT SYS TEM& REE11 TW UMP UQUID ONCE THE LEVEL II d EXCEEDS TWO -TNI WWRIER HE SURdROUNDING BL)§fl IER G �e d CONTRACTOR TO PLACE THE CONCRETE WASHOUT AREA NEAR THE CONSTRUCTION ENTRANCE NOTE WASHOUT FACILITIES ARE USED TO CONTAIN ALL CONCRETE AND LIQUID WASH WATER GENERATED BY THE CONSTRUCTION ACTIVITY. LIQUID AND SOLID WASHOUT WASTES MUST BE CONTAINED INA LEAK -PROOF CONTAINER AND CANNOT CONTACT THE GROUND, THE WASHOUT CONTAINERS SHOULD BE COVERED TO PREVENT EXPOSURE TO RAINFALL AND POTENTIAL OVERFLOW WASHOUT FACILITIES SHOULD ALSO BE USED FOR CLEANING OTHER CEMENTEBOUS (CEMENT UKE) CONSTRUCTION MATERIALS FROM TOOLS AND EQUIPMENT SUCH AS STUCCO, MORTAR, PLASTER AND GROUT. ■'� LOUCKS CONCRETE WASHOUT Louc3006E� NOTES. 1 BOTTOM EDGE OF FENCE INTO 61N DEEP TRENCH AND BAC AND BACKFILL IMMEDIATELY. 2. POSTS SHALL BE: • IIT MAX. SPACING. • FE CE 21N HARDWOOD, OR STANDARD STEEL TT'PE FENS. N. LENGTH POSTS, DRIVEN 2 FT INTO THE GRINDLEN OUND. 3. ATTACH FABRIC TO WOOD POST WITH A MIN. OF S, t INCH LONG STAPLES. 4. ATTAC TOP FABRICTOSTEELPOSTWITH MIN. OF 3ZIP TIES IN TOP B INCHES OF FABRIC, PEOTEXTILE FABRIC ER MN- 3886 7 \ FABR�EXTILE ER MNDOT 3886 r� SILT FENCE LOUCKS oDB 3000 No PRE -ASSEMBLED OR MACHINE SLICED TREE PROTECTION NOTE: INSTALL FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES, FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED, THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DES! G HATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKES TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGE IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE -TREE PAINT' ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT, ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT ®m LOUCKS STRING 4' HIGH, ORANGE POLYETHYLENEIAMINAR 1 SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS. TREE PROTECTION EXISTING TREE TO REMAIN DRIP EDGE OF TREE EXISTING 3008 IIRAPU 1— NOTES: POSTE BOTTOM EDGE OF WIRE FENCE INTO 61N DEEP TRENCH. 2. POSTS SHALL BE: • fi FT MAX. SPACING. • ST MIN LENRD GTH L I POTSP E POSTS, 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3• ATTACH WIRE FENCE T STEEL ZEDSTPOSTS FORME. CLIA. ALUMINUM WIRE H ARY GAL VANIZEDSTEEL PRE -FORMEDCLIPS, 4. ATTACH FABRIC TO ST, E FENCINGBOTTOM OF FAB ZIP TIESINTO TRENCH OF 3 ZIP TIES PER POST EMEND BOTTOM OF FABRIC INTO TRENCH. 5, BACKFILL TRENCH & COMPACT . WIRE MESH STEAL FENCE POST EOTEXTILE FAERIC PER NDOT 3886 WIRE MESH GEOTEXULE FABRIC PER M M DOT PER LouCNo a LOUCKS HEAVY DUTY SILT 3001 FENCE DEFLECTOR PLATE OVERFLOW 1 -CENTER OF FILTER ASSEMBLY OVERFLOW 2 -TOP OF CURB BOX ROAD DRAIN HIGH-FLOW INLET PROTECTION CURB AND GUTTER MODEL 2'X3' SEDIMENT CONTROL BARRIER PESTER O FILTER FI SLEEVE SSEMBLY D' MANHOLE COVER ASSEMBLY 27" SEDIMENT CONTROL BARRIER WIMCO ROAD DRAIN, OR APPROVED EQUAL on LOUCKS EXISINLET PROTECTION - ""30 v1TING STORM STRUCTURES PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucV,mE Tom SUBMITTAUREVISIbN51 mn4a �iVlli-dt.-'M1d'.Plplanpa puaeon.m m�mez y coNAAl Ili�.ars�ftlfn. '&bRAO e IWAA LER)R ln. 1b5wffi® FPF9 H WAS ED—E4y EM QEf�y PASS R2ev®w@18t3' 015MA177 CO 1 COVER SHEET Cl 12 EXISTING CONDITION PLAN Ci -2 SITE DEMOLITION PLAN C2.1 SITE PLAN C3 -i GRADING PLAN C3-3 SWPP PLAN C3-4 SWPPP DETAILS C3-5 SWPPP NOTES C4-1 UTILITY PLAN C6-1 PRELIMINARY PLAT CB -1 CIVIL DETAILS C8 2 CIVILDETAILS C8-3 CIVIL DETAILS C8 4 TOPGOLF TARGET DETAILS L1.1 LANDSCAPE PLANTREES L1-2 LANDSCAPE PLANSHRUBS IT 3 LANDSCAPE DETAILS STORM SEWER PIPE UPEL-oo ameter Lergth Slope r S"' =":- � ',,Ih"�� feet % r'.'a � "'o ,a Material STATEHIGHWAY252 1011 0 1031 n 133 05 P eTf­t�d HDPE 1031 104 15 in DS Peffrated HDPE -- - - - - F_ 18 69 05 �erforatecl HDPE ID, 105 105T 106 21 114 G5 Teftat�d HDPE 05 Peff.rated HDPE 120 24 98 0.5 Perforated HDPE 110 109 27 42 0.25 HDPE _[f d HDP' 112 104 15 72 05 Perforated HDPE T ri A -A P 113 105 12 38 0.5 Perforated HDPE ------------------- 114 105 12 38 D5 Perforated HID E cl- 777 P , t Dp 115 106 12 94 0.5 Perforated HDPE Pe ed P 0.5 'f at HD E P 0 at PE i18 15 ill 0.5 Pal 1. ed HD 118 1 18 79 0.5 Pe .rated HDPE ITS 12 97 119 120 ol- :2:j:::7 g�t 0 5 Perforated HDPE "Ll 120, 2-111 7� i) 3U 12 20 0.5 I -ED 1/12/1- J_ 'P .'- :Z CBMIT 134 124 12 24 005 RIM 836.2 124 12 15 50 0.5 I-- INV 828.10 'TORI 45 DEGREE 125 lic 15 176 125 _".Ell BEND 30 0.5 HDPE rL, 131 12 0 ni 132 is 05 HDPTE 112 133 24 mo 004 Perforated HDPE 133 134 24 275 0.4 HDPE 134 EX. MH 24 250 04 HDPE CONNECT TO EX�. MH_ INV 827.10 200 201 12 P;,forated FDPE 201 202 LOUCKS Perforated HDPE - - - - - - - - - - I - - - - - - - e- L - - - 202 203 is 124 0.5 Perforated HOPE Xor PLANNING 2031 204 0-5 Perl­t�d HDPE CIVIL ENGINEERING 204 210 LAND SURVEYING 10 25 1 DIP ff- ff -0 205 206 12 LANDSCAPE A CHITECTURE &4 79 DIMS rf rated HOPE Pe VR DE REE 206 203 12 93 05 Perf rated HDPE EN HRONMENTAL TEE - NDC 207 208 12-- 96 Ts rfo,,t,d HDPE 7200 H-1-1, Lare, Sit, 300 09 u 98 0 P2" 2 ad HDPE 369 A t IF M�pl. G,.,., AN 55 208 E2m is 311 0.5 N, ".�a ed HD GATE VALVE HYDRANT 209 203 1 HDPE 763,424 5505 MH 204 LIFT STATION CB 205 WIG 210 EX. MH is 47 1 ... k -c -o, RIM 838.0 RED TARGET 4 ATE VALVE INV 822.758 SUMP 81 4. RIM 830.58 90 DEGREE BEND 22.5 DEGREE INV 824.22 22.5 DEGREE BEND BEND CLEANOUT 100 CBMH R 1111111111111 133 INV 828.0 RIM 839.8 22.5 DEGREE BEND INV 832.37 B" PVC @ 1 4% WEIR 830.20 MH 109 - CB 112 INV 829.20 7A R M 137�Vl - _-CB 114 RIM 835.5 INV 832,48 x 378 CB 113 INV 830.03 INV 8 51 RIM 835.7 INV 827 N RIM 8 -BMH 106 INV 29 INV 829.51 91, - 8.� PVC @ I Al PROPOSED TOPGOLF 2 E L E \ 7 33 W/E .Z 90 DEG EE BE CBMH 203 �i',R 8�;_75 YELLOW TARGET 2 2ND LEVEL FFE = 853.00 LOWER LEVEL FF. 8-0. TEE INV 828.75 RIM 8 7.33 NMH 2 WEIR 824.35 . ...... 083644 CBMH 104 INV 823 35 CBMH 206 INV 832.48 CBMH 105 (51 'T" Tp- - - - - - - - INV 821.41 N RIM 833,80 RED TARGET 3 10 - - - - - - - - - - - - - INV 820.12 W/E RIM 835.7 WEIR 830.67 3;. RIM 830.58 v WEIR 830.32 7 INV 829.67 WEIR 824.82 14' 12" PVC @ 1.4% 22.5 DEGREE GATE VALVE INV 829 32 BEND CBMH 103 INV 823.82 RIM 835. SANMH I (OVER WEIR 831.23 CLEANOUT 101 RIM 836.75 INV 830 90 1, \ CB 20 INV B30.23 E..) I INV 822.44 N/S BLUE TARGET CE; 115 05/15/17 CITY SUBMITTAL 11 ' " '5� pvc 11 33'- 12" PVC @ 1.4% CEIMH 110 (OVER EX.) - I 'X"839�5 RIM 828.58 RIM 834.8 _-7 1� M RI 836.35 WEIR 829:35 INV 825.0 INV 829.22 W 8 V B IN - INV .28.35 INV 832.48 82' .90 N C1 200 82"ON 58SW E C_ IM 830.58 GREEN TARGET NV 824.84 VC @ 1.4% CBMH 121 RIM 8 2.8 RIM 827.18 YELLOW TA RIM 827.33 WEIR 825.0 FIRE DEPAVC ":% RGET I ..... INII 826.5� 1W R DTARGET2 L INV 827-58 E CBMH 202 R PTMEN WEIR 828.2 24.03 WEIR 824.97 - �NVI] 7.29 INV 8 CONNECTION TEE NV 827.20", INV 823.97 1 HYDRANT W/GATI ALVE CBMH 11 RIM 840.0 PIV WEIR 8293 CB 208 CBMH 117 CLEANOUT 102 RR RIM 8 3.50 INV 832.- .1A 30 B OWN TARGET INV 832.37 IM 827.58 WEIR 830.26 s" WEIR 825.52 CBMH 201 - CBMH 12� INV 824.52 INV 829.26 R D TARGET 1 'W V02� 7�6�2' - RIM 835.0 RINI 830.58 INV 832.07 INV 829.70 CBMH 120 TEI WHITE TARGET WEIR 825.44 1 1 R, H 12 RIM 835.50 INV 824.44 0 BEND WEIR 828.86 WEIR 830 75 45BW INV B27-86 INV 829.7S M, 1:11C C1 116 5 DEGREE 'M' PNX RIM 13 T' DOMESTIC ICN V B 3 D. 3 1 CBMH 12 CBMH 118 R I RIM 835.9 M 835.11 I NV 830.15 WEIR 829.70 GATE VALVE b266650) FR.Beeeileeeil NUTS r ED-EEIy 11yL CBM INV 828.70 RIM H I 3Z B14 7 CB 122 G_ INV 830�56 HTS RABS RIM 835.5 _j I "V RI -ED- MAW INV830.25 mmmmmmmmmm= 2 CONNECTTOEXIS I III Ft Rl483`4.6 Co � COVE SHEET - 0� - - - - - C -INV 830.77 12'- 18" RCP @ 0.5% EXISTING CONDITION PLAN Z_ C� 2 5 END 90 DEGREEP LEE TIL S�TE DEMOLITION PLAN TEL Tr_ TEE TEL TEL TEL TI T -L L C2 I TE PLAN CBMHT'3'1 C3 1 GRA ING PLAN r1 ­1T 17 6" PVC S 3 3 21 119' ANITARY R 14 C SWPP PLAN 11 11� E I, 'M ' 0.� S �0' V 113 C3 4 SENPPP DETAILS o- IT I 7GAA0EAFAVE-.-Af ------ r C3 5 SWPPP NOTES C4 UUUTYJPLAN P C6 PRELIM NARY PLAT CA C�VlLLDET ILS 1-- 12 SAN MH (OVER EX. PIPE) C8 C V DE AILS UTILITY NOTES RIM 835.4 C8 3 CIVIL DETAILS �Nv 828.5 E C8 4 TOPGOLF TARGET DETAILS 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAN UTILITIES SHALL BE 11. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED Lj 1 LANDSCAPE PLAN -TREES FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONSTHE 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED NV 826.52 N/S 2 SC MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM ITT' VERTICAL ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 LL LANDSCAPE PLAN -SHRUBS 1 3 LAND APE DETAILS E OTA SEPARATION TO SANITARY OR RVISEWERUNES THE CONTRACTOR SHALL FIELD UTILITIES SPECIFI [ON OF THE CITY ENGINEERS ASSOCIATION OF MINN 5 fCEAM), 2013 EDITION. ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORMSEWER, 12. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT LIFT STATION NOTES 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. RUBB R JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCE MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF TH HHASINS, AND OTHER STRUCTURES. 1. MANHOLE: 144 INCH DIAMETER LIFT STATION MANHOLE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 7, ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF GPM. PAVEMENT UNLESS OTHERWISE NOTED. 13, HIGH-DENS11Y POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH 2. DUAL EBARA 3GODLFU618.4, 25HP, 3/60/460 VOLT PUMPS TO HANDLE UP TO 5165 3. ALL GGINNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE MINNESOTA RULES, PART 4715.0l REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT B. PROPOSED PIPE MATERIA, S: E.ZES 44NCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE WATERMAIN PVC C-900 3' TO W DIAMETER bil PES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. 1 TWO 12 INCH FORCE MAINS CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 46 HOURS PRIOR TO ANY SANITARY SEWER PVCSDR35 40 TO W DIAMETER EALL FITTINGS MUST COMPLY WITH ASTM D3212. 0 40 80 WORK WITH I N THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. STORM SEWER DUAL WALL HDPE 12' TO 27" DIAMETER dWATER-T GHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING IG 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 6' & 8' SDR 35. STRUCTURES. %M%mm� FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 11, CONSTRUCT ALL UTILITIES PER CITY OF BROOKLYN CENTER STANDARD ENGINEERING 10. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND RETENTION SYSTEM SPECIFICATIONS. SCALE IN FEET 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL FOR ENGINEER'S REVIEW. SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. SECTION YELLOW (46' DIA.) TARGETS - (QTY 21 SCALE: 1" = 10' (9:00) D ""NOTE VAULTS DO NOT ALIGN WITH MANHOLESII SEE CONC' VAULT DETAIL FOR DIMENSIONS. u�) R= 3 --- ■ G(12:00) - 15.5' TO INSIDE BACK VAULT 7.5' TO INSIDE FACE VAULT (3:00) D PLAN (100-YRWSE 1 832.001 1 TARGET FLOOR SLAB THICKNESS:I 3.01INCHES I I I (9:00) D /TARGET \ WALL / 8 / \ C CONCRETE/ FLOOR NOTE. VAULTS DO.NOT ALIGN / \ WITH MANHOLESH SEE CONC / VAULTOETAIL FOR DIMENSIONS. / (6:00)A - R= E ■ _ G(12:00) H 6yy2' C t _ /,I I M EECONC FLOOR VAULT DETAIL) 11 15' _ >3 TO !iVSIDG 15 TO INSIDE CONC BACKOF VAULT FACE VAULT SECTION PLAN LARGE (76' DIA.) TARGETS - (QTY 41 SCALE: 1" = 10' (3:00iD (9:00) D REFER TO STEEL TARGET DRAWINGS FOR MH OB.. H 6 2 M_ G(12:00) .I I CFILL CORRUG W CONC CONCJ STORM TO CREATE SMOOTH (3:00)D FLOOR INLET TUNNEL INVERT -TYP COND AT ALL TUNNELS SFCTTnN PLAN RED (15' DIA.) TARGETS - (QTY 4) SCALE: 1" = 10' 12" STORM INLET GRATE (NOTE: ALT. DESIGN WITH STORM PIPE THROUGH SIDE WALL.)*16'LRGRATE SHALL HAVE OPENING OF NO MORE THAN 1.68" IN ONE DIRECTION TO PREVENT GOLF BALL FROM PASSING THROUGH TINSIDECLR POUR TARGET FLOOROVER TOP OF THE RIM OF THE CONCRETE VAULT * \ \ PLAN POURED FLOOR BEVTND \ \IIIIIIIIII x�a� w \\ m 0Y p¢ O t.1 \ p y O s N Q III III . - CONC VAULT \ 0 ry --QP 11 I- I- I I—I EDGE � *THE PRECAST VAULT DEPTH S 24" LESS CONC VAULT DETAILS THE FLOOR SLAB THICKNE SI WHEN THE SCALE: 1" = 5' FLOOR IS POURED OVER TOP, THE TOTAL FLOOR TO FLOOR CLEAR DIM WILL BE 24" OF DEPTH. I K 830.58 NA 830.58 NA 830.58 NA 830.58 NA 829.33 827.33 829.33 827.33 829.18 827.18 829.58 827.58 830.58 828.58 833.08 831.08 RFD 1 & MH MH YE«OW 1 RED 2 & MH BLUE MH m GREEN MH n x nRED -1 & MH �J VELLOW 2 BROWN MH MH WHITE i MH 0.EO 4 & MN TEELINE ARC FOCAL POINT TARGET ALIGNMENT SITE PLAN SCALE: NO SCALE STEEL POLES FOR NETTING BY OWNER CONTRACTOR ANGLED SCORING NET BY OWNER CONTRACTOR / TURF BASE AGGREGATE / SHALL BE NO LOWER THAN / / TARGET RIM / / -107 CLEAR A rG L (6:00) , ._.� 0 F 0.5' C � I M CONC SEE CONC f FLOOR VAULT DETAIL 7 S SECTION YELLOW (46' DIA.) TARGETS - (QTY 21 SCALE: 1" = 10' (9:00) D ""NOTE VAULTS DO NOT ALIGN WITH MANHOLESII SEE CONC' VAULT DETAIL FOR DIMENSIONS. u�) R= 3 --- ■ G(12:00) - 15.5' TO INSIDE BACK VAULT 7.5' TO INSIDE FACE VAULT (3:00) D PLAN (100-YRWSE 1 832.001 1 TARGET FLOOR SLAB THICKNESS:I 3.01INCHES I I I (9:00) D /TARGET \ WALL / 8 / \ C CONCRETE/ FLOOR NOTE. VAULTS DO.NOT ALIGN / \ WITH MANHOLESH SEE CONC / VAULTOETAIL FOR DIMENSIONS. / (6:00)A - R= E ■ _ G(12:00) H 6yy2' C t _ /,I I M EECONC FLOOR VAULT DETAIL) 11 15' _ >3 TO !iVSIDG 15 TO INSIDE CONC BACKOF VAULT FACE VAULT SECTION PLAN LARGE (76' DIA.) TARGETS - (QTY 41 SCALE: 1" = 10' (3:00iD (9:00) D REFER TO STEEL TARGET DRAWINGS FOR MH OB.. H 6 2 M_ G(12:00) .I I CFILL CORRUG W CONC CONCJ STORM TO CREATE SMOOTH (3:00)D FLOOR INLET TUNNEL INVERT -TYP COND AT ALL TUNNELS SFCTTnN PLAN RED (15' DIA.) TARGETS - (QTY 4) SCALE: 1" = 10' 12" STORM INLET GRATE (NOTE: ALT. DESIGN WITH STORM PIPE THROUGH SIDE WALL.)*16'LRGRATE SHALL HAVE OPENING OF NO MORE THAN 1.68" IN ONE DIRECTION TO PREVENT GOLF BALL FROM PASSING THROUGH TINSIDECLR POUR TARGET FLOOROVER TOP OF THE RIM OF THE CONCRETE VAULT * \ \ PLAN POURED FLOOR BEVTND \ \IIIIIIIIII x�a� w \\ m 0Y p¢ O t.1 \ p y O s N Q III III . - CONC VAULT \ 0 ry --QP 11 I- I- I I—I EDGE � *THE PRECAST VAULT DEPTH S 24" LESS CONC VAULT DETAILS THE FLOOR SLAB THICKNE SI WHEN THE SCALE: 1" = 5' FLOOR IS POURED OVER TOP, THE TOTAL FLOOR TO FLOOR CLEAR DIM WILL BE 24" OF DEPTH. I K 830.58 NA 830.58 NA 830.58 NA 830.58 NA 829.33 827.33 829.33 827.33 829.18 827.18 829.58 827.58 830.58 828.58 833.08 831.08 RFD 1 & MH MH YE«OW 1 RED 2 & MH BLUE MH m GREEN MH n x nRED -1 & MH �J VELLOW 2 BROWN MH MH WHITE i MH 0.EO 4 & MN TEELINE ARC FOCAL POINT TARGET ALIGNMENT SITE PLAN SCALE: NO SCALE STEEL POLES FOR NETTING BY OWNER CONTRACTOR ANGLED SCORING NET BY OWNER CONTRACTOR TRENCH SCORING TARGET GEAR BY OWNER/ CONCETE RETAINNG WALL BY GC -LENGTH -107 CLEAR OPE SLAB 1% TO BACK A 0 F 0.5' C� 8'@1%i -- SLOPE 25' BLACK (TRENCH) TARGET - (QTY 11 SCALE: 1" = 5' PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424 5505 www.l_ksinc.- 05/15/17 CITY SUBMITTAL License No, 24440 Date N/A La ks Project Na. 16366.00 Project Lead MJS Drawn By CDL Checked By MJS Review Data 05/12/17 CO -1 COVER SHEET Cl -1 EXISTING CONDITION PLAN C7-2 SITE DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-3 SWPP PLAN C3-4 SWEEP DETAILS C3-5 SWEEP NOTES C4-1 UTILITY PLAN C6-1 PRELIMINARY PLAT CB -1 CIVIL DETAILS C8-2 CIVILDETAILS CB -3 CIVIL DETAILS C8-4 TOPGOLF TARGET DETAILS Lt -1 LANDSCAPE PLANTREES L1.2 LANDSCAPE PLAN -SHRUBS L1 3 LANDSCAPE DETAILS LANDSCAPE REQUIREMENTS TOTAL LAND ARBA: 665,046 OR 15.27 AC, 85°28'22" 0 40 80 CALL BEFORE YOU DIG[ = I AND USD SI RVICL Gopher State One Call IAND AREA(_ 1111MN O-2 1,11 B11 LAND ARCA COWNIN 2-10 8 AC RFS TWIN CITY AREA: 651-454-0002(III I SCAM' IN FEET 1 AND AREA COLUMN TITS ACRES Iu TOLL FREE: 1-800-252-1166 I OIAI POINTS =160+480 210= 850 TOTAI POIN IS I2 EQUIRED E MIST ING I REFS ON SII E: 45 DECIDUOUS X10- 450 POINTS 6 COME IK X 6= 36 POINTS 5 ORNAMENTAL X I S = 7.5 POINTS TOTAL 493.5 POINTS I DIAL POINTS RLIQUIRED- 850 I OTA[. POIN IS EXISTING: 494 TOIAL POINTS REQ(IRLD FOR TITIS PROF CT: 3S6 POINTS REQUIRED STATE HIGHWAy252 OIA1 POINTS PROPOSPD EOR THIS PROJF( 1 356 POINTS PROPOSED S a. — 9 - - - - - - - ----,. a'¢\a J 62 I 56 } jxa a> - Bs az, a v SSC i as 4 spa' I F-2-1 ssc r AM — — `— D a cs ROCK MUL4H OVER 6.a ex � ...FABRIC INl5EAN�JSTTVP.) �`- SOL) VERA Y I AYOUT AND ANY DIME NSIONS SI TOWN AND BRING TO II IF GIST RAI NOT LS A I I I N I ION OE 11 IF I ANDSCAPE ARCD IITEC I ANY DISCREPAN(If S WHICH MAY (_ONI RAC IOR SHAL L VISI T SI IF PRIOR T OSUBMI T T ING BID. HE SHA.I INSPECT COMPROMISE THF DESIGN AND/OR IN I ENT OF II IL PROJFCI'S IAYOUT. 511 LAND BECOME AMIHAR WITH EXISTING CONDITIONS RELATING TO till ROCK ASSURE COMPLIANCE WIT I I ALL AI PI ICABLE CODES AND REGLII. A T IONS NAl URE AND SCOPE Of WORK, MULCH (X)VF RNING I I IF WORK OR MATFRIAI S SUPPL IED mm VERA Y I AYOUT AND ANY DIME NSIONS SI TOWN AND BRING TO II IF A I I I N I ION OE 11 IF I ANDSCAPE ARCD IITEC I ANY DISCREPAN(If S WHICH MAY COMPROMISE THF DESIGN AND/OR IN I ENT OF II IL PROJFCI'S IAYOUT. ASSURE COMPLIANCE WIT I I ALL AI PI ICABLE CODES AND REGLII. A T IONS LOUCKS (X)VF RNING I I IF WORK OR MATFRIAI S SUPPL IED mm CONTRACT OR SI -[ATI PRO I LCT AT I EXIST ING ROADS, CI I I ERS, I RAIL S, PLANNING I RE IS, (AWNS AND SITE LLLMENIS DURING PI ANTING OPE RAI IONS. ANY CIVIL ENGINEERING DAMAGE 10 SAME SI IN I BE REPAIR[ D AT NO COST TO IF IF OW VER. LAND SURVEYING CONI RACTOR SHAT I VERA Y ALIGNMENT AND I OC_AI ION OI AIL LANDSCAPE ARCHITECTURE UNDERGROUND AND ABOVE GRADE UI11 MIS AND PROVIDI [Ht NECESSARY ENVIRONMENTAL PROM(TIONIORSAMFBFIORLCONSTRUCI ION/ MAILRIAI INSTALLATION 7200 Hemlock Lane Sute 300 RLGINSIMINIMUM 10 0 CLEARANCE). Maple G,o MN 55369 763 424.5505 ALL UNDERGROUND IMF [TIES SI TALL BE I. AID SO TI IAT TRENC I IFS DO NOI CUT bucks n .. TI IROUC I I ROO[ SYSTFMS OF ANY EXISTING I RLTS TO REMAIN EXISTING COM O URS TRAILS, VIGLIATION, CURB/CUT IE R AND Off I FR EXIST ING ULMEINS BASED UPON INFORMATION SUPPLIED TO LANDS( APE ARC I I I I F(T BY O I HLRS. CONTIRAC I OR SHALL VLRI f Y ANY AND AI I DISCRLPANCIFS PRIOR TO CONS] RUC TION AND NOTIFY I ANDSC API ARC III[ [(-I OF SAME Tli[ ALIGNMENT AND(RADFSOI THE TROPOSLD WAI KS, TRAILS AND/OR y @. i. R(J ADWAYS ARE SUBJECT LFIII D ADIUSIMENI REQUIRI D IOCONEORM TO 11 n T -11-11A III 1 rrlr. AN 11 [FA MINIM GT RI F I FM(V AI AND PLANT SCHEDULE SHRUBS QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING AD 5 ARCTIC FIRE DOGWOOD Comus sericea'Artic Fire 5 gal 24"HGT GF 40 GRO-LOW FRAGRANT SUMAC Rhus ammatica'Gm-Low 5 gal 24° SPRD GAC 33 GREEN MOUND ALPINE CURRANT Ribes alpinum -Green Mound' 5 gal 24" HGT KRR 11 KNOCK OUT DOUBLE RED ROSE Rosa'Knock Out Double Red' 5 gal 24' HGT AWS 8 ANTHONY WATERER SPIREA Spire. x bumalda'Anthony Waterer 5gal 24- HOT ML 11 MISS KIM LILAC Synnga patul. Wlea Kim' 5 gal 24" HGT CV 14 COMPACT AMERICAN VIBURNUM Vibumum bilobum'Bailey Compact' 15gal 24"HGT CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING MJJ 59 MINT JULEP JUNIPER Juniperus chineneis'Monlep' 5gal 18"SPRD AJ 10 ANDORRA COMPACT JUNIPER Juniperus horizontalis'Plumosa Compacta 5gal 1B"SPRD ARJ 18 ARCADIA JUNIPER Juniperus sabina'Arcadia 5 gal 18' SPRD TA 6 TECHNY ARBORVITAE Thuja occidentalis'Techny 10 gal 36"HGT GRASSES JOTY JCOMMONNAmr BOTANICAL NAME CONT SIZE AT PLANTING FG 154 1 FEATHER REED GRASS Calamagros6s x acuti8ore'Kad Fcerster' 1 gal PERENNIALS OTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING BAD 85 BAJA DAYLILY Hemerocallis x'Baja' Igal SO 52 STELLA D' ORO DAYLILY Hemerocallis x'Stella de Oro 1 gal WC 41 WALKERS LOW CATMINT Nepsta x faassenii *Walkers Low' I gal PR 52 POT OF GOLD RUD13ECKIA Rudbeckia fulg'da'Pot of Gold' 1gal AFS 36 AUTUMN FIRE SEDUM Sedum x'Autumn Fire' 1 gal SOL) ROCK Mt)I CII I IF r\ ��..- 1 i I I j ARJ \ EDG SOD \ EDGER \ SODI � 6 l 1 OF SD j I / CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 VTOLL FREE: 1-800-252-1166 0 40 80 N SCALE IN FEET / TA / 1 (/ 6 jo- 6 / CV / I / SOD ' / / EDGER / i 613 13 / FG SOD 8 / D ARJ / j S 2 PR 6 GF 74 BAD 22 / /( 5 / Y AWS i /+ PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Sri to 300 Maple Grove, MN 55369 163.424.5505 w w.lo_ks - _. SUBMITTAUREVISIONS 5 -6 AFSAJ AFS y� CONS -R • - 5 KRR / s o t KRR 8 / License No, 45591 4 FG / /+ \ Dace N/A 6 SD /' f \l Loucks Project No. 16366.00 AFS / t`"' / / Project Lead M / Drawn By TJF 18 WC / Checked By OAK / F � Rev ew Dare 05/01/17 CD -1 COVER SHEET Cl -1 EXISTING CONDITION PLAN / C 1 n C1-2 SITE DEMOLITION PIAN 12 5++. !� C2-1 SITE PLAN Je C3-1 GRADING PLAN /. �•+' �\ /�� C3-3 SWPP PLAN AFS Q C3-4 SWPPP DETAILS 5 / \ �� C3 -S SWPPP NOTES �� C4-1 UTILITY PLAN C6-1 PRELIMINARY PLAT y \«<JJJ C8-1 CIVIL DETAILS f C8-2 CIVIL DETAILS C&-4 TOPGOLF TARGET DETAILS Li -1 LANDSCAPE PLAN -TREES L1 2 LANDSCAPE PLANSHRUBS Lt -3 LANDSCAPE DETAILS \\� o L------- — --- „ r... , -NF c er Lot Il AUDI roles 5.8D NO- 310 _ er Road) SEC r. Lot 17 25 R/W Line per M 007 Commas RI� No. Ord r No. 27-8986J SIO 4532°W (West, 9nWay t,wev) 53.45 (5324) State ole W d,n Redh PnodwaY) o ChBr9=57°1552°E `\ _5852.87 0 ___ ``,. 0ryoya o Sl °3325"W 325.08 (vane 'cl TI""' ,, 1 h Ch=332.53 _3'15'12") R- - r, 20" d- ° (Paull v / d_3°15 p� r (-- -------------------=- L=332.57 (332.33) --pip �EGP� 1-- Water Dp'c NO 69 c _ i' • oy GGA OV yl Storm Pe e'poc/Nos v - .-N �j e2E II (P\,PSE 20 0 i �ze oEJE Utility & ornne9e Easement Per____ O1OhOeo9Ooc. Nos. 9036839A & 4425498T- —5 T Y �J ent Pa 528624 Iv � M I T - NSP Eosem r Doc Nu. -- -- V - W I oPo I i1lll1 0 60 120 SCALE IN FEET DESCRIPTION OF PROPERTY SURVEYED Document Number 2108148 (torrens). Ig t o ccess, at nort east corner o property as s own erms an can 1 ns 9 p (Per Schedule A of the herein referenced Title Commitment) hereon. Document No. 9036839 ( bstract) and as Document No. 4425498 (torrens). As shown hereon near the northeast corner of the property. Temporary easements expired October 31, 2007. Lot 3, Block 1, Regal Road Development 2nd Addition, Hennepin County, Minnesota Abstract and Torrens Property Certificate of Title No. 1042238 TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein reference Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Chicago Title Insurance Company, Commitment No. 238888, effective date October 03, 2016. The numbers below correspond to those in the title commitment. 1-10, 21, 25, 27 & 29 do not require comment. 11. Terms and conditions of Easement dated May 2, 1957, recorded May 3, 1957 as Document Number 528624 (torrens). As shown hereon running north and south near the southeast part of the property. 12. Terms and conditions of Final Certificate, dated November 1, 1967, recorded February 28, 1969 as Document Number 936322 (torrens). Not shown on Survey as it does not affect the property. East of property, R/W for Hwy. No. 252. 13. Minnesota Department of Transportation Right of Way Plat No. 27-20, dated August 6, 1985, corded August 14, 1985 as Document Number 1664854 (torrens) and recorded August 19, 1985 as Document Number 5024215 (abstract). Not shown on Survey as it does not affect the property. East of property, Right of Way for Hwy. No. 252. 14. Terms and conditions of Final Certificate recorded March 3, 1955, in Book 2035 of Deeds on page 1 as Document Number 2929198 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 15. Terms and conditions of Final Certificate, dated February 13, 1987, recorded November 23, 1988 as Document Number 1976926 (torrens). Not shown on Survey as it does not affect the property. Parcel 3B was acquired by fee acquisition per this document. Parcel 3B was then platted as part of REGAL ROAD DEVELOPMENT ADDITION. 16. Terms and conditions of Final Certificate, recorded September 21, 1989 as Document Number 5576156 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 17. Terms and conditions of Final Certificate, recorded May 10, 1990 as Document Number 5658614 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 2S2. 18. Terms and conditions of Final Certificate, dated March 16, 1990, recorded July 6, 1990 as 19. Terms and conditions of Easements and Maintenance Agreement, dated October 2, 1998, recorded October 6, 1998 as Document Number 6980467 (abstract). The storm water drainage easement does not affect the property. It is shown hereon at the northeast corner of the property. As amended by Amendment to Easements and Maintenance Agreement, dated October 15, 1999, orded December 20, 1999, as Document Number 7231145 (abstract). This document terminates a private driveway easement. 20. Drainage and utility easements dedicated in the recorded plat of Regal Road Development Addition, recorded December 21, 1998 as Document No. 7023671 (abstract) and shown as a recital on the Certificate of Title. As affected by Ordinance No. 99-01, recorded February 1, 1999 as Document Number 7048675 N (abstract) and as Document umber 3116015 (torrens); re-recorded on November 15, 2005 as Document No. 8696821 (abstract). Not shown on Survey as it does not affect the property. Platted drainage and utility easements shown per Regal Road Development 2nd Addition. 22. Terms and conditions of Storm Water Easement and Maintenance Agreement, dated December 21, 1998, recorded December 22, 1998 as Document Number 7025098 (abstract) and recorded December 22, 1998 as Document Number 3100802 (torrens). As amended by Amendment to Storm Water Easement and Maintenance Agreement, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231141 (abstract). The easement is blanket in nature. Not shown hereon. 23. Terms and conditions of Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated November 29, 1998, recorded March 23, 1999 as Document Number 7082924 (abstract) and recorded May 18, 1999 as Document Number 3159148 (torrens). As amended by Amendment to Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231142 (abstract). Not shown on Survey as it does not affect the property. The easement is blanket in nature per utility plan by Hakanson, not provided. 24. Terms and conditions of Subdivision Agreement (Regal Theaters), dated November 29, 1998, corded March 23, 1999 as Document Number 7082925 (abstract) and recorded May 18, 1999 as Document Number 3159149 (torrens). As amended by Amendment to Subdivision Agreement - Regal Theaters, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231143 (abstract). As shown hereon along the west line of the property at the northwest corner. 26. Drainage and utility easements as shown on the recorded plat of Regal Road Development 2nd Addition, recorded December 17, 1990 as Document Number 7230466 (abstract) and shown as a recital on the Certificate of Title. As shown hereon along the perimeter of the property and where labeled. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6420 Camden Ave. N, Brooklyn Center, MN 55430. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053CO208F, Community Panel No. 270151 0208 F, effective date of November 4, 2016. 4. The Gross land area is 594,553 +1- square feet or 13.65 +/- acres. 5. Benchmark: In Brooklyn Center, 0.3 miles north along Trunk Highway 252 from the Junction of Trunk Highway 252 and Interstate Highway 694, at Trunk Highway 252 mile point 50, 40.3 feet west of southbound Trunk Highway 252, in the northeast corner of the west base of an overhead sign over southbound Trunk Highway 252. Elevation = 834.24 (NGVD29) Site Benchmark: Top nut of hydrant located on the property approximately 80 feet east of the cul-de-sac of Camden Ave. N. and south of the drive as shown hereon. Elevation = 839.90 (NGVD29) 6. We have not received the current zoning classification and building setback requirements from the client. 7. (a) Exterior dimensions of all buildings are shown at ground level. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. Striping of clearly identifiable parking spaces on surface parking areas and lots are shown hereon. The number and type of clearly identifiable parking stalls on this site are as follows: 1,091 Regular + 9 Disabled = 1,100 Total Parking Stalls. 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 163350609 & 163350624. The following utilities and municipalities were notified: COMCAST (612) 522-8141 CENTURYLINK (855) 742-6062 MNDOT (651) 366-5750 XCEL ENERGY (800) 848-7558 NUSTAR PIPELINE OPERATING PART (316) 721-7073 CENTER POINT (800) 778-9140 BROOKLYN CENTER ISD 286 (612) 290-9414 ZAYO BANDWIDTH (763) 230-3870 CITY OF BROOKLYN CENTER (763) 585-7100 I. Utility operators do not consistently respond to locate req es' through the Gopher State One Call service for surveying purposes such as this. Those utilitytoperators that do respond, often ill not locate utilities from their main line to the customer's structure or facility. They con !der those utilities "private" 'nstalRtions that are outside their jurisdiction. These "private" utilities on the survey d property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 3. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 4. See sheet 2 of 2 for site topographic information. 5. Fence and asphalt path on property at northeast corner. 6. Northeast corner of parking lot is being used as a park and ride for the bus stop on State Highway No. 252. CERTIFICATION To TopGolf, Inc., Regal Cinemas, Inc., and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for AI TA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 6, 7(a), 8, 9 and 11 of Table A thereof. The field work was completed on December 12, 2016 Date of Plat or Map: May 15, 2017 ;LICENSED X LAND SURVEYOR i Max L. Stanislowski, PLS Minnesota License No. 48988 Nom`. No. 48988 ;!IQ; mstsnislowski@loucksinc.com %91st,..,. ..,'FouO�� M PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 ww .I ucksi, cam 01/19/77 SURVEY ISSUED 01/27/17 EASEMENT REVISION 05/15/17 REVISED BOUNDARY License No Maxi 48988 Date 01/19/2017 Loucks Project No16366 Project Lead HDN Drawn By KMM Checked ByMLS Field Crew DTP, SFH O DENOTES /2 INCH x 14 IN RON "LS Pt \\s F°30'vi a I 3D\ MCH 48988" ONUUMENTSET, MARKED 756X2 ��Slr • DENOTES 1/2 INCH OPEN IRON MONUMENT 9 f� FOUND UNLESS OTHERWISE SHOWN o I off \ 6\\9 7 r ' L7_ � ® DENOTES FOUND MNDOT DISK I DENOTES FOUND CHISELED X a DENOTES RESTRICTED ACCESS eh' 0 mhOJ �9 BEARING / DISTANCE PER PLAT / ry \ B7 MNDOT PLAT/COMMISSIONER'S MAP �6y MONUMENT I �Starm Water & Mo5 tenance Per Doc Nos. 7025098q & 31008027 __J -T- X y6 DENOTES ❑ SCE B, PART II TITLE D y EXCEPTION ITEM NUMBERS SEE SHEET 2 OF 2 FOR SITE S4°32'58"E I ---_-- TOPOGRAPHIC INFORMATION j � 0 P30 \ N V_ RECAL---�- �1{{{--- Drainage & Utility Ecseme ADDITION yy F0A0 DEVELOPMENT 2ND -- \ 2i �> C' DESCRIPTION OF PROPERTY SURVEYED Document Number 2108148 (torrens). Ig t o ccess, at nort east corner o property as s own erms an can 1 ns 9 p (Per Schedule A of the herein referenced Title Commitment) hereon. Document No. 9036839 ( bstract) and as Document No. 4425498 (torrens). As shown hereon near the northeast corner of the property. Temporary easements expired October 31, 2007. Lot 3, Block 1, Regal Road Development 2nd Addition, Hennepin County, Minnesota Abstract and Torrens Property Certificate of Title No. 1042238 TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein reference Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Chicago Title Insurance Company, Commitment No. 238888, effective date October 03, 2016. The numbers below correspond to those in the title commitment. 1-10, 21, 25, 27 & 29 do not require comment. 11. Terms and conditions of Easement dated May 2, 1957, recorded May 3, 1957 as Document Number 528624 (torrens). As shown hereon running north and south near the southeast part of the property. 12. Terms and conditions of Final Certificate, dated November 1, 1967, recorded February 28, 1969 as Document Number 936322 (torrens). Not shown on Survey as it does not affect the property. East of property, R/W for Hwy. No. 252. 13. Minnesota Department of Transportation Right of Way Plat No. 27-20, dated August 6, 1985, corded August 14, 1985 as Document Number 1664854 (torrens) and recorded August 19, 1985 as Document Number 5024215 (abstract). Not shown on Survey as it does not affect the property. East of property, Right of Way for Hwy. No. 252. 14. Terms and conditions of Final Certificate recorded March 3, 1955, in Book 2035 of Deeds on page 1 as Document Number 2929198 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 15. Terms and conditions of Final Certificate, dated February 13, 1987, recorded November 23, 1988 as Document Number 1976926 (torrens). Not shown on Survey as it does not affect the property. Parcel 3B was acquired by fee acquisition per this document. Parcel 3B was then platted as part of REGAL ROAD DEVELOPMENT ADDITION. 16. Terms and conditions of Final Certificate, recorded September 21, 1989 as Document Number 5576156 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 17. Terms and conditions of Final Certificate, recorded May 10, 1990 as Document Number 5658614 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 2S2. 18. Terms and conditions of Final Certificate, dated March 16, 1990, recorded July 6, 1990 as 19. Terms and conditions of Easements and Maintenance Agreement, dated October 2, 1998, recorded October 6, 1998 as Document Number 6980467 (abstract). The storm water drainage easement does not affect the property. It is shown hereon at the northeast corner of the property. As amended by Amendment to Easements and Maintenance Agreement, dated October 15, 1999, orded December 20, 1999, as Document Number 7231145 (abstract). This document terminates a private driveway easement. 20. Drainage and utility easements dedicated in the recorded plat of Regal Road Development Addition, recorded December 21, 1998 as Document No. 7023671 (abstract) and shown as a recital on the Certificate of Title. As affected by Ordinance No. 99-01, recorded February 1, 1999 as Document Number 7048675 N (abstract) and as Document umber 3116015 (torrens); re-recorded on November 15, 2005 as Document No. 8696821 (abstract). Not shown on Survey as it does not affect the property. Platted drainage and utility easements shown per Regal Road Development 2nd Addition. 22. Terms and conditions of Storm Water Easement and Maintenance Agreement, dated December 21, 1998, recorded December 22, 1998 as Document Number 7025098 (abstract) and recorded December 22, 1998 as Document Number 3100802 (torrens). As amended by Amendment to Storm Water Easement and Maintenance Agreement, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231141 (abstract). The easement is blanket in nature. Not shown hereon. 23. Terms and conditions of Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated November 29, 1998, recorded March 23, 1999 as Document Number 7082924 (abstract) and recorded May 18, 1999 as Document Number 3159148 (torrens). As amended by Amendment to Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231142 (abstract). Not shown on Survey as it does not affect the property. The easement is blanket in nature per utility plan by Hakanson, not provided. 24. Terms and conditions of Subdivision Agreement (Regal Theaters), dated November 29, 1998, corded March 23, 1999 as Document Number 7082925 (abstract) and recorded May 18, 1999 as Document Number 3159149 (torrens). As amended by Amendment to Subdivision Agreement - Regal Theaters, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231143 (abstract). As shown hereon along the west line of the property at the northwest corner. 26. Drainage and utility easements as shown on the recorded plat of Regal Road Development 2nd Addition, recorded December 17, 1990 as Document Number 7230466 (abstract) and shown as a recital on the Certificate of Title. As shown hereon along the perimeter of the property and where labeled. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6420 Camden Ave. N, Brooklyn Center, MN 55430. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053CO208F, Community Panel No. 270151 0208 F, effective date of November 4, 2016. 4. The Gross land area is 594,553 +1- square feet or 13.65 +/- acres. 5. Benchmark: In Brooklyn Center, 0.3 miles north along Trunk Highway 252 from the Junction of Trunk Highway 252 and Interstate Highway 694, at Trunk Highway 252 mile point 50, 40.3 feet west of southbound Trunk Highway 252, in the northeast corner of the west base of an overhead sign over southbound Trunk Highway 252. Elevation = 834.24 (NGVD29) Site Benchmark: Top nut of hydrant located on the property approximately 80 feet east of the cul-de-sac of Camden Ave. N. and south of the drive as shown hereon. Elevation = 839.90 (NGVD29) 6. We have not received the current zoning classification and building setback requirements from the client. 7. (a) Exterior dimensions of all buildings are shown at ground level. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. Striping of clearly identifiable parking spaces on surface parking areas and lots are shown hereon. The number and type of clearly identifiable parking stalls on this site are as follows: 1,091 Regular + 9 Disabled = 1,100 Total Parking Stalls. 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 163350609 & 163350624. The following utilities and municipalities were notified: COMCAST (612) 522-8141 CENTURYLINK (855) 742-6062 MNDOT (651) 366-5750 XCEL ENERGY (800) 848-7558 NUSTAR PIPELINE OPERATING PART (316) 721-7073 CENTER POINT (800) 778-9140 BROOKLYN CENTER ISD 286 (612) 290-9414 ZAYO BANDWIDTH (763) 230-3870 CITY OF BROOKLYN CENTER (763) 585-7100 I. Utility operators do not consistently respond to locate req es' through the Gopher State One Call service for surveying purposes such as this. Those utilitytoperators that do respond, often ill not locate utilities from their main line to the customer's structure or facility. They con !der those utilities "private" 'nstalRtions that are outside their jurisdiction. These "private" utilities on the survey d property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 3. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 4. See sheet 2 of 2 for site topographic information. 5. Fence and asphalt path on property at northeast corner. 6. Northeast corner of parking lot is being used as a park and ride for the bus stop on State Highway No. 252. CERTIFICATION To TopGolf, Inc., Regal Cinemas, Inc., and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for AI TA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 6, 7(a), 8, 9 and 11 of Table A thereof. The field work was completed on December 12, 2016 Date of Plat or Map: May 15, 2017 ;LICENSED X LAND SURVEYOR i Max L. Stanislowski, PLS Minnesota License No. 48988 Nom`. No. 48988 ;!IQ; mstsnislowski@loucksinc.com %91st,..,. ..,'FouO�� M PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 ww .I ucksi, cam 01/19/77 SURVEY ISSUED 01/27/17 EASEMENT REVISION 05/15/17 REVISED BOUNDARY License No Maxi 48988 Date 01/19/2017 Loucks Project No16366 Project Lead HDN Drawn By KMM Checked ByMLS Field Crew DTP, SFH Pt \\s F°30'vi a I 3D\ 0 9 I off \ 6\\9 2 I 36 I I A9ree0 ent / ry \ I �Starm Water & Mo5 tenance Per Doc Nos. 7025098q & 31008027 __J -T- �o D y S4°32'58"E I ---_-- j P30 \ V_ RECAL---�- �1{{{--- Drainage & Utility Ecseme ADDITION yy F0A0 DEVELOPMENT 2ND -- �> C' i " Capy2J044 - _ - - - - - \ \moo ------------ JQ Y ( t V moa II f I 0 r y_ Z I I I p\�' I VD ,!,\ _- L1J � I et VV m I - \tDi t I 9�k0Ory `.1,� n ' il I tz " I r 10, in IOto\91\\ ' Ort�eP\O''C 1 t / to in _ R65 42'417,' r I h / , h p `9�N1/°3ys' '� 1 CaP,S`14891 J� 0 �z � -- Fnd. Pinchtop I -------------_ JI/O 207291 - "-- �Eosemant ror Street & Sidew Ooc Nas- purposes up to 15-leet per Cop,926724 1 ]082925A. 3159149i & ]2311 a3A I �_o-__�, Lo----------------- ----------- ICo,#23044 ,-30-DO --J \V/-- _ - - -N85° 8'48"E _ SI/4 Coma', Sec. J6.' / i-�-- - Twp, 119. R9e. 21 Not _-- _ \ _ ^am„Ien Ave. N- u - - /— — (5/e Inch Pins Located) \ N36°36'l8"E823.05 ---- 5/.52 `��, \- - ci Sa°31'14"E 823.04 - - _ V (Publicly Traveled Roadway) — — — )-- �_ ��— \\ ' - -----T _-30.00 --}----- ___. ----- I N0. 310 _ S4°3112 E -NW Co2989Lot 17AUDITOF'S SUBD r. - I L qo-_FZ,14 S­ J6. TwP.)119, ft9e. 21 0d Muent IronMm \ / 11 ( I (�- Fo F C ast R' h f A h f h 28 T d dito of Easements dated Au ust 15 2007 recorded Se tember 12 2007 as DESCRIPTION OF PROPERTY SURVEYED Document Number 2108148 (torrens). Ig t o ccess, at nort east corner o property as s own erms an can 1 ns 9 p (Per Schedule A of the herein referenced Title Commitment) hereon. Document No. 9036839 ( bstract) and as Document No. 4425498 (torrens). As shown hereon near the northeast corner of the property. Temporary easements expired October 31, 2007. Lot 3, Block 1, Regal Road Development 2nd Addition, Hennepin County, Minnesota Abstract and Torrens Property Certificate of Title No. 1042238 TITLE COMMITMENT EXCEPTIONS (Per Schedule B, Part II of the herein reference Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Chicago Title Insurance Company, Commitment No. 238888, effective date October 03, 2016. The numbers below correspond to those in the title commitment. 1-10, 21, 25, 27 & 29 do not require comment. 11. Terms and conditions of Easement dated May 2, 1957, recorded May 3, 1957 as Document Number 528624 (torrens). As shown hereon running north and south near the southeast part of the property. 12. Terms and conditions of Final Certificate, dated November 1, 1967, recorded February 28, 1969 as Document Number 936322 (torrens). Not shown on Survey as it does not affect the property. East of property, R/W for Hwy. No. 252. 13. Minnesota Department of Transportation Right of Way Plat No. 27-20, dated August 6, 1985, corded August 14, 1985 as Document Number 1664854 (torrens) and recorded August 19, 1985 as Document Number 5024215 (abstract). Not shown on Survey as it does not affect the property. East of property, Right of Way for Hwy. No. 252. 14. Terms and conditions of Final Certificate recorded March 3, 1955, in Book 2035 of Deeds on page 1 as Document Number 2929198 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 15. Terms and conditions of Final Certificate, dated February 13, 1987, recorded November 23, 1988 as Document Number 1976926 (torrens). Not shown on Survey as it does not affect the property. Parcel 3B was acquired by fee acquisition per this document. Parcel 3B was then platted as part of REGAL ROAD DEVELOPMENT ADDITION. 16. Terms and conditions of Final Certificate, recorded September 21, 1989 as Document Number 5576156 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 252. 17. Terms and conditions of Final Certificate, recorded May 10, 1990 as Document Number 5658614 (abstract). Not shown on Survey as it does not affect the property. North of property, Right of Way for Hwy. No. 2S2. 18. Terms and conditions of Final Certificate, dated March 16, 1990, recorded July 6, 1990 as 19. Terms and conditions of Easements and Maintenance Agreement, dated October 2, 1998, recorded October 6, 1998 as Document Number 6980467 (abstract). The storm water drainage easement does not affect the property. It is shown hereon at the northeast corner of the property. As amended by Amendment to Easements and Maintenance Agreement, dated October 15, 1999, orded December 20, 1999, as Document Number 7231145 (abstract). This document terminates a private driveway easement. 20. Drainage and utility easements dedicated in the recorded plat of Regal Road Development Addition, recorded December 21, 1998 as Document No. 7023671 (abstract) and shown as a recital on the Certificate of Title. As affected by Ordinance No. 99-01, recorded February 1, 1999 as Document Number 7048675 N (abstract) and as Document umber 3116015 (torrens); re-recorded on November 15, 2005 as Document No. 8696821 (abstract). Not shown on Survey as it does not affect the property. Platted drainage and utility easements shown per Regal Road Development 2nd Addition. 22. Terms and conditions of Storm Water Easement and Maintenance Agreement, dated December 21, 1998, recorded December 22, 1998 as Document Number 7025098 (abstract) and recorded December 22, 1998 as Document Number 3100802 (torrens). As amended by Amendment to Storm Water Easement and Maintenance Agreement, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231141 (abstract). The easement is blanket in nature. Not shown hereon. 23. Terms and conditions of Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated November 29, 1998, recorded March 23, 1999 as Document Number 7082924 (abstract) and recorded May 18, 1999 as Document Number 3159148 (torrens). As amended by Amendment to Agreement for Maintenance and Inspection of Utility and Storm Drainage Systems, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231142 (abstract). Not shown on Survey as it does not affect the property. The easement is blanket in nature per utility plan by Hakanson, not provided. 24. Terms and conditions of Subdivision Agreement (Regal Theaters), dated November 29, 1998, corded March 23, 1999 as Document Number 7082925 (abstract) and recorded May 18, 1999 as Document Number 3159149 (torrens). As amended by Amendment to Subdivision Agreement - Regal Theaters, dated December 17, 1999, recorded December 20, 1999 as Document Number 7231143 (abstract). As shown hereon along the west line of the property at the northwest corner. 26. Drainage and utility easements as shown on the recorded plat of Regal Road Development 2nd Addition, recorded December 17, 1990 as Document Number 7230466 (abstract) and shown as a recital on the Certificate of Title. As shown hereon along the perimeter of the property and where labeled. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A optional survey responsibilities and specifications) 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6420 Camden Ave. N, Brooklyn Center, MN 55430. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053CO208F, Community Panel No. 270151 0208 F, effective date of November 4, 2016. 4. The Gross land area is 594,553 +1- square feet or 13.65 +/- acres. 5. Benchmark: In Brooklyn Center, 0.3 miles north along Trunk Highway 252 from the Junction of Trunk Highway 252 and Interstate Highway 694, at Trunk Highway 252 mile point 50, 40.3 feet west of southbound Trunk Highway 252, in the northeast corner of the west base of an overhead sign over southbound Trunk Highway 252. Elevation = 834.24 (NGVD29) Site Benchmark: Top nut of hydrant located on the property approximately 80 feet east of the cul-de-sac of Camden Ave. N. and south of the drive as shown hereon. Elevation = 839.90 (NGVD29) 6. We have not received the current zoning classification and building setback requirements from the client. 7. (a) Exterior dimensions of all buildings are shown at ground level. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. Striping of clearly identifiable parking spaces on surface parking areas and lots are shown hereon. The number and type of clearly identifiable parking stalls on this site are as follows: 1,091 Regular + 9 Disabled = 1,100 Total Parking Stalls. 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket Nos. 163350609 & 163350624. The following utilities and municipalities were notified: COMCAST (612) 522-8141 CENTURYLINK (855) 742-6062 MNDOT (651) 366-5750 XCEL ENERGY (800) 848-7558 NUSTAR PIPELINE OPERATING PART (316) 721-7073 CENTER POINT (800) 778-9140 BROOKLYN CENTER ISD 286 (612) 290-9414 ZAYO BANDWIDTH (763) 230-3870 CITY OF BROOKLYN CENTER (763) 585-7100 I. Utility operators do not consistently respond to locate req es' through the Gopher State One Call service for surveying purposes such as this. Those utilitytoperators that do respond, often ill not locate utilities from their main line to the customer's structure or facility. They con !der those utilities "private" 'nstalRtions that are outside their jurisdiction. These "private" utilities on the survey d property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). 3. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 4. See sheet 2 of 2 for site topographic information. 5. Fence and asphalt path on property at northeast corner. 6. Northeast corner of parking lot is being used as a park and ride for the bus stop on State Highway No. 252. CERTIFICATION To TopGolf, Inc., Regal Cinemas, Inc., and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for AI TA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 6, 7(a), 8, 9 and 11 of Table A thereof. The field work was completed on December 12, 2016 Date of Plat or Map: May 15, 2017 ;LICENSED X LAND SURVEYOR i Max L. Stanislowski, PLS Minnesota License No. 48988 Nom`. No. 48988 ;!IQ; mstsnislowski@loucksinc.com %91st,..,. ..,'FouO�� M PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 ww .I ucksi, cam 01/19/77 SURVEY ISSUED 01/27/17 EASEMENT REVISION 05/15/17 REVISED BOUNDARY License No Maxi 48988 Date 01/19/2017 Loucks Project No16366 Project Lead HDN Drawn By KMM Checked ByMLS Field Crew DTP, SFH L----------- i�I�zia� I, (We Sold) add I' h L 120 m 0 6I0 liver40.252 State gn4\SCALE IN I FEET \ � SEE SHEET 1 OF 2 FOR NOTES TO SURVEY, BOUNDARY AND EASEMENT e [ EL —x— p p—r - - _ 7-,_y v\ _ �I�` INFORMATION l A L _ �--� A 7 12 aaar asE Is v I r<. m a/ z7<r a I I ra as w.tEa a,) aE�.nrv_s,ss I cry sya I 9 a U I Jr l 0555 a y s l 1-11 14 �s I ->, $ 0 � 'ars rvvmel� �I ' � rvv_asr s.-. z 17 P 9J r �c w 11111 E 1-11 _ Iw 1 InaEn opo oa ao-ax a o r I .' . n n B3 v -a as W - c CrP ' mn � 3r _ _ r P — a �u,C-- I I II Z I _ I rao rvv=s n`I 4 v eT. sw 2 -Story Brick Building lily uv asoo Existing n I w It n nal � w o - m a Ell.T-12 VT r Izor vwE -d en p - n e.ca — — an » ,-�� xv errs. -------------------- 3o_ -i aca e .saanLrl save -- »> "a—{�: s'" 1 I _ -- — rvv _" s I ^ �, w n m o- IT rvv �M - zz • — \ �- �rvvmasras w .-asrs. c .rvv-a_zse ry az,.e __— XX BUILDING DETAIL \ NO SCALE SURVEY LEGEND - EXISTING CONDITIONS ® ® CATCH BASIN —»—STORM SEWER O SANITARY MANHOLE -SANITARY SEWER ® WATER MANHOLE ---- I ---- ABANDONED SANITARY SEWER * GATE VALVE I —WATERMAIN C POWER POLE ---- I ----ABANDONED WATERMAIN , GUY WIRE "—WATER SERVICE E ELECTRIC TRANSFORMER s —SANITARY SERVICE Z ELECTRIC METER — m SANITARY FORCE MAIN OO GAS METER ——UNDERGROUND ELECTRIC [D TELEPHONE PEDESTAL c<s—UNDERGROUND GAS TI CABLE TV PEDESTAL——UNDERGROUND FIBER OPTIC OO GUARD POST —TEL—UNDERGROUND TELEPHONE t� LIGHT POLE **—CHAIN LINK FENCE ac ROOF DRAIN _. CONCRETE CURB AS ASH OCONCRETE SURVEY REPORT BO BOX ELDER 8jz' CONTOUR 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. EL ELM - - ` SPOT ELEVATION 2. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 FR FRUIT Adjust). LI LILAC DECIDUOUS TREE 3. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site MA MAPLE improvements and/or utilities. PI PINE CONIFEROUS TREE 4. See sheet 1 of 2 for notes to survey, boundary and easement information. SP SPRUCE , 5. Fence and asphalt path on property at northeast corner. TR TREE (GEN) TW TOP WALL 6. Northeast corner of parking lot is being used as a park and ride for the bus stop on State Highway WI WILL -OW BW BOTTOM WALL No. 252. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock LAT, S t 300 Msple Grc,c, MN 55369 763 424.5505 w w.loucks Lc.ro 01/19/17 SURVEY ISSUED 01/27/17 EASEMENT REVISION 05-15-17 REVISED BOUNDARY License No� 48988 Date 01/19/2017 Loucks Project No. 16366 Project Lead HDN Drawn By KMM Checked By MLS Feld Crew DJP, SFH t I ri \ S.y1 � u,"`fE°P� r � �� ♦ o � 4 � s Is p`R JE op 4 n a• s^ -oERxP o� ••lam \oma SSD 6 ° �® Doe � � •�' \tea rl - if x\•x\ \ d �� ' III (, = •.•r k\ �o \ or �2 O o in 01 e F yea P i . , r I Orn oot � z I rvv= \ ac o° + \Oow + Q \ \O N \ V 1D n' \ n +" n o ` s r < s a' c r 14 IO p e \ w ) h � o T / - e 2 W - r S \ \ - E Line I Lamden A� N / c Pert YNBROOK BOWL Ri hWP-V N67°l 7��0 /a s P I a u a \ 10 \I -- E � � � ADDITION — n y © °(.° I — — �N4'JI'12"w z21 sa -a I •' 4/ rzi '�` ccs — i:_ —~ — 1 D COP 23144 w •T SO `s rz _ c Q)\ 7 N •_ /0 �- 1 v � Eosoment Pe Ci8111(�@l7 Ave. IN ry a `b '-1— — N alozeoseD (P,.b1i T aveied Roadway) tD y l n`0 11cca o lam+ I Ooc_ Na. ]011365 Oer Plat of - I ���------------tl4B�� �---�—___ , _coq E EE ry Vacated per hh• 0 g REGAL ROAD DEVELOPMENT A00. E Line of NORD 11t ' i J31.37 TER ADDITION C ' ' l N4°3112"w 297,37 \ Block I E Line Of Lot I'AD0171W J' \ NORDLING WELTER I DESCRIPTION OF PROPERTY SURVEYED SANITARY SEWER (Per Schedule A of the herein referenced Title Commitment) 9. There are no striped parking stalls on this site. Lot 2, Block 1, Regal Road Development Addition, Hennepin County, Minnesota. 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call ED TELEPHONE PEDESTAL Ticket Nos. 163350609 & 163350624. The following utilities and municipalities were notified: Abstract Property --UNDERGROUND GAS EL ELM COMCAST (612) 522-8141 CENTURYLINK (855) 742-6062 TITLE COMMITMENT EXCEPTIONS MNDOT (651) 366-5750 XCEL ENERGY (800) 848-7558 (Per Schedule B, Section 2 of the herein re erence Title Commitment) NUSTAR PIPELINE OPERATING PART (316) 721-7073 CENTER POINT (800) 778-9140 BROOKLYN CENTER ISD 286 (612) 290-9414 ZAYO BANDWIDTH (763) 230-3870 The property depicted on this survey and the easements of record shown hereon are the same as the property CITY OF BROOKLYN CENTER (763) 585-7100 and the easements described in the Commitment for Title Insurance issued by Chicago Title Insurance 812 CONTOUR Company, Commitment No. 239042, effective date November 23, 2016. The numbers below correspond to i. Utility operators do not consistently respond to locate requests through the Gopher State One Call those in the title commitment. service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities 1-10, 19 and 20 do not require comment. "private' installations that are outside their jurisdiction. These "private" utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" 11. Easement to Village of Brooklyn Center for road purposes set forth in Quit Claim Deed, dated October utilities. A private utility locator may be contacted to investigate these utilities further, if requested by 4, 1956, recorded April 28, 1961 as Document No. 3286378. A legible copy of the document was the client. unattainable. Not shown hereon. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. 12. Terms and conditions of Easement Grant, dated June 9, 1961, recorded June 21, 1961 as Document No. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, 3294584. Northeasterly of property. Not shown hereon as it does not affect the property. are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY 13. Terms and conditions of Declaration of Easements, dated October 28, 1981, recorded November 4, 1981 LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) as Document No. 4682497. The easements for ingress and egress, parking and drainage are blanket in 454-0002. nature over Lots 1 & 2, Block 1, LYNBROOK BOWL ADDITION, affecting the property. Not shown hereon. SURVEY REPORT 14. Terms and conditions of Easements and Maintenance Agreement, dated October 2, 1998, recorded October 6, 1998 as Document No. 6980467. The storm water drainage easement does not affect the 1. The Surveyor was not provided easement documents for the subject property except for those shown on property. It is located at the northeast corner of the Regal Theater property. Not shown hereon. the Survey. As amended by Amendment to Easements and Maintenance Agreement, dated October 15, 1999, 2. We have shown Vacation Doc. No. 7011365 within Camden Ave. N per the plat of REGAL ROAD corded December 20, 1999 as Document No 7231145. This document terminates a private driveway ADDITION which has not been provided to the Surveyor. easement. 3. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site 15 Terms and conditions of Easement Agreement, dated as of November 25, 1998, recorded December 4, 1998 as Document No 7014874. Improvements and/or utilities. 4. The bearings for this survey are based on the Hennepin County Coordinate System NAD 83 (1986 Adjust). As amended by Amendment to Easement Agreement, dated November 11, 2015, recorded November 23, 2015 as Document No A10260360 As shown hereon along the west side of the property. 5. Abandoned sanitary and water man along southeast property line. ry 9 P P tY 16 Drainage and utility easements as shown on and dedicated by the plat of Regal Road Development Addition, recorded December 21, 1998 as Document No. 7023671. As shown hereon along the CERTIFICATION perimeter of the property as per aforementioned plat. To TopGolf, Inc., Crown Brawley LLC and Chicago Title Insurance Company: 17. Terms and conditions of Storm Water Easement and Maintenance Agreement, dated December 21, 1998, corded December 22, 1998 as Document No. 7025098. This easement is blanket in nature, affecting This is to certify that this map or plat and the survey on which it is based were made in accordance with the the property. Not shown hereon. 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 6, 7(a), 8, 9 and 11 of Table A thereof. The field work was As amended by Amendment to Storm Water Easement and Maintenance Agreement, dated December completed on December 12, 2016 n"i n 17, 1999, recorded December 20, 1999 as Document No 7231141 This easement is blanket in nature, �.`` STAW$41 " "' affecting the property. Not shown hereon. Date of Plat or Map: May 15, 2017 }}x.: -" .. 0�.� 's 18 Terms and conditions of Agreement for Maintenance and Inspection of Utility and Storm Drainage LICENSED ,,������LL�// - LAND _ Systems, dated November 24, 1998, recorded March 23, 1999 as Document No. 7082924 This easement y'-"�^va'��^-- - SURVEYOR is blanket in nature, affectingthe Not shown hereon. Property. fvlaz L St Ina ina slowsk ,PLS Minnesota License No. 48988 =m .. No 45966 T. a.� . r., nistanislowski@loucksinc.com As amended by Amendment to Agreement for Maintenance and Inspection of Utility and Storm Drainage �OF M1N�oyO`` Systems, dated December 17, 1999, recorded December 20, 1999 as Document No. 7231142. This 'r/Nn viii" easement is blanket in nature, affecting the property. Not shown hereon. ALTA/NSPS OPTIONAL TABLE A NOTES (The following items refer to Table A options survey respons i rt es and specifications) 1 Mon ents placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon 2 The address If disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6330 Camden Ave. N, Brooklyn Center, MN 55430 3 This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No 27053CO208F, Community Panel No 270151 0208 F, effective date of November 4, 2016 4 The Gross land area Is 70,493 +/ square feet or 1.62 +/ acres. 5. Benchmark In Brooklyn Center, 03 miles north along Trunk Highway 252 from the Junction of Trunk Highway 252 and Interstate Highway 694, at Trunk Highway 252 mile point 50, 40.3 feet west of htla((I southbound Trunk Highway 252, in the northeast corner of the west base of an overhead sign over I III southbound Trunk Highway 252. Elevation 834.24 (NGVD29) In R9 Site Benchmark. Top nut of hydrant located on the property approximately 80 feet east of the cul-de-sac 9u of Camden Ave N. and south of the drive as shown hereon. Elevation 839.90 (NGVD29) 0 30 60 6. (a)We have not received the current zoning classification and building setback requirements from the client. SCALE IN FEET (b) We were not provided zoning information by the client 7. (a) Exterior dimensions ofall buildings are shown atground level. SURVEY LEGEND — EXISTING CONDITIONS 8 Substantial features observed in the process of conducting fieldwork, are shown hereon. ® ® CATCH BASIN -- STORM SEWER li m �8�1s sl/a cane TP 119. R9e. 21 —� NORDLING WELTER AODITIGM O SANITARY MANHOLE SANITARY SEWER N GATE VALVE --->- - ABANDONED SANITARY SEWER -a- SIGN — I —WATERMAIN ED TELEPHONE PEDESTAL - ABANDONED WATERMAIN ao BOX ELDER --UNDERGROUND GAS EL ELM ——UNDERGROUND FIBER OPTIC rn FRUIT UNDERGROUND TELEPHONE ---CHAIN LINK FENCE ---CONCRETE CURB O CONCRETE 812 CONTOUR SPOT ELEVATION DECIDUOUS TREE O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 48988" • DENOTES 1/2 INCH OPEN IRON MONUMENT FOUND UNLESS OTHERWISE SHOWN ® DENOTES FOUND MNOOT DISK [ ] BEARING / DISTANCE PER PLAT ❑15 DENOTES SCHEDULE B, PART II TITLE EXCEPTION ITEM NUMBERS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane Sute 300 Maple Grove, MN 55369 763 424.5505 www.loucks nccom 02/06/17 SURVEY ISSUED 05/15/17 REVISED BOUNDARY License No. 48988 Date 02/06/2017 Loucks Project No. 16366 Project Lead HDN Drawn By KMM Checked By MLS Feld Crew DJP, SFH WEST ELEVATION EIFS - 1 I EIFS - 2 � Ami -hi A 4+4.4,. �•SQ, � men x4a�a4a„a x..�.i'p,e�r. COMPOSITE PANELING CONCRETE STONE METAL EIFS - 1 EIFS - 2 CURTAIN WALL SQ -1 STONE METAL MESH EIFS - 1 METAL FIELD LIGHTS PAINT I CMU METAL - I 4 limmomommam—mol a FIFi - T METAL RTU STONE FIELD LIGHTS PAINT 1/PARAPET__-. -�, EL: .5/'J' - t/PARAPEt ELS T/ ZIPPER LEVEL DECK EL; -28”" , E MAIN LEVEL EL. �W DECK T/ LCRER LEVEL SLAB -- T/ L%T FIXNFi r► EL: 51-- 0" — T/ PARAPET b EL: ' TI PARAPET EL .A5'-7' _ _IIS I!IIII'II-lllllll! Hill Ell millI MEN i f. WIN �-; fi =III =III = I ���.l�' EXTERI • O. FINISHES 00�p. .1.11 — - - 1- 0 MIL: i WEI y STONE1 ' COMPOSITE 1 1• CHANGING LED cmu CURTAINWALL PAINT METAL TRIM1 PiNELINGI 1 'ULL--.-(--W6.RT.Z-EM)(Y NORTH ELEVATION EXTERIOR FINISHES STONE CONCRETE EIFS - I EIFS - 2 EIFS - 3 COMPOSITE PANELING COLOR CHANGING LED WASHING METAL MESH CMU T/I o- EMIIK ____ y EL 611 -al T/ PARAPET EL: .5P-1' T++ T/ PARAPET EL: N5'-2' T/ WFER LEVEL DEIXDEIX � L:E 18'-0` Y' T/ [MAIN LEVEL DECK_ .l EL..14b' V T/ LCUER LEVEL SLAB E : 9 -0 - O' 16' 32' 64' PAINT METAL TRIM SILVER FINISH �. T/ LIGNi FIXiUFT= _ EL: W-4' ` EL :5d' TI PARMEI TEL e78'I LPPER LEVEL DECK -O' f. T/ MAN.LFvELDECK T/ LO" LEVEL SLAB - EL: O-O' EXTERIOR FINISHES SOUTH ELEVATION CONCRETE EIFS - 1 EIFS - 2 COMPOSITE CMU PANELING COLOR CHANGING LED WASHING METAL MESH CURTAIN WALL O' 16' 32' 64' PAINT METAL TRIM SILVER FINISH 51A� HITTING .� ELECTRICAL EMPLOYEE k— k J BAYS ROOM ROOM OFFICE 1 MAINTENANCE �& jL -, ALCOVE FAMILY 014 013 011 WORK t n 0'2J0LTOILET uHA,]LLWAY ROOM ,OFFICnE n OFFICE �E 030 � 019 'r 015 012 011LINEN ��u1L�L STORAGE �4.n L 032 L L I TRASH ENCLOSURE I 11 029 FIRE RISER -- ROOM r--- n 028 MAINTENANCE OFFICE = - 021 KITCHEN _- OFFICE KITCHEN - 024 � illlW ILL _ 022 JANITOR'S - -- CLOSET LOUNGE STORAGE 021 WOMEN'S L 001 002 TOILET SERVICE 001 BAR COMPUTER MEN'S WELLNESS MOP ELE 003 HALLWAY STORAG ROOM TOILET ROOM SINK COVE STORAGE RM k ROOM NAME SQUAREFOOTAGE 001 LOUNGE 1655 002 STORAGE 67 003 SERVICE BAR 392 004 STORAGE 48 005 ELEV. COVE 58 006 WELLNESS ROOM 41 007 WOMEN'S TOILET 208 008 MEN'S TOILET 227 009 MOPSINK 27 010 OFFICE 139 011 OFFICE 139 011a OFFICE 132 012 WORK ROOM 772 013 EMPLOYEE ROOM 319 014 1ELECTRICAL ROOM 196 015 HALLWAY 282 016 COMPUTER ROOM 225 017 HALLWAY 189 018 STORAGE 71 019 FAMILYTOILET 55 020 ALCOVE 94 021 JANITOR'S CLOSET 121 022 IKITCHEN 2410 023 NOT USED 024 KITCHEN OFFICE 72 025 NOT USED 026 NOT USED 027 MAINTENANCE OFFICE 89 028 FIRE RISER ROOM 122 029 TRASH ENCLOSURE NOT INCLUDED -433 0 1MAINTENANCE 1263 031 lHiTTING BAYS 4847 032 ILINEN STORAGE 100 LOWER HITTING BAY SEATING LEVEL NET USEABLE .. • AREA 6855 zlzis: RM # ROOM NAME SQUAREFOOTAGE 100 ENTRANCE 230 101 LOBBY 1365 102 ELEV. COVE 108 103 WOMEN'STOILET 207 104 MEN'STOILET 230 105 MOPSINK 27 106 IMAIN BAR SEATING 1482 107 MAIN BAR 602 108 HALLWAY 188 109 ELEC. CLOSET 64 110 FAMILYTOILET 53 111 BEVERAGESTATION 198 112 ELEV. COVE 204 113 SERVICE BAR 171 114 NOT USED 115 HALLWAY 202 116 SERVICE HALLWAY 337 117 STORAGE 97 118 EVENT SPACE 1442 119 EVENT SPACE 1455 120 BAG ROOM (100 BAGS) 418 121 NOT USED 122 HITTING BAYS 3931 123 HOPPER CLOSET 57 MAIN HITTING BAY SEATING AREA LEVEL NET USEABLE OOFLR AREA 6889 19957 ROOM NAME SQUARE FOOTAGE 201 LOUNGE 240 202 HALLWAY 292 203 ELEV. COVE 101 204 NOT USED 205 WOMEN'STOILET 207 206 MEN'STOILET 230 207 IMOPSINK 27 208 EVENT SALES OFFICES 659 209 CONFERENCE ROOM 216 210 OFFICE J� j��j Y HITTING STORAGE 927 211a LIQUOR STORAGE 113 HOPPER ,J " \ iL 5EA BAYS BEVERAGE ELEC. CLOSET 74 EVENT SALES CONFERENCE CLOSET 215 220 STATION 216 ELEV. CLOSET LIQUOR OFFICES OFFICE ROOM 221 h 152 211 HALLWAY HALLWAY STORAGE 212 GE 210 SM208 209 220 HITTING BAYS 5596 214 211 UPPER HITTING BAY SEATING LEVEL NET USEABLE FLOOR AREA 6773 19327: ?� f Lr lr�I7�l��I ��I7r;.7r�I1(1=I1JLu L ! .IJLJ.I1L 'JLJI1L1L ,v � i _ rN` ROFTEWMLE � EQUIPMENT AREAS I,i' r �- r r -- ------ r ,nom LOUNGE 11 201 ROOF C - TERRACE SERVICE - 219 BAR x- 218 HALLWAY ELEV. CLOSET / _ ELEC- CLOSET WOMEN"S TOILET 216 213 205 ---- - MEN'S MOP TOILET / SINK / COVE' `CLOSE RM M ROOM NAME SQUARE FOOTAGE 201 LOUNGE 240 202 HALLWAY 292 203 ELEV. COVE 101 204 NOT USED 205 WOMEN'STOILET 207 206 MEN'STOILET 230 207 IMOPSINK 27 208 EVENT SALES OFFICES 659 209 CONFERENCE ROOM 216 210 OFFICE 130 211 STORAGE 927 211a LIQUOR STORAGE 113 212 HALLWAY 249 213 ELEC. CLOSET 74 214 1HALLWAY 246 215 ELEV.CLOSET 5 216 ELEV. CLOSET 4 217 BEVERAGE STATION 152 218 SERVICE BAR 342 219 ROOF TERRACE 2687 220 HITTING BAYS 5596 221 HOPPER CLOSET 57 UPPER HITTING BAY SEATING LEVEL NET USEABLE FLOOR AREA 6773 19327: 170'-0" 150,_0„ -------- 130-0/ ---- ---------'', , 110'-0" i 90,_0„ 7/16" GALVANIZED HIGH STRENGTH STRAND (TYP.)� o' j SOUTH ELEVATION POLYESTER BARRIER NETTING SYSTEM 7/16" GALVANIZED HIGH STRENGTH STRAND (TYR)-\ HELICAL ANCHOR i. 16"-42"DIA. 16"-42-DIA.y NORTH ELEVATION 16"-30"DIA. 16"-36"DIA. ---------------------------- 16"-42" DIA. 16"-42" DIA. 16"-42" DIA. 16"-42" DIA. 16"-42" DIA. 170'-0" -------------- 150'-0" 130'-0" - - 110'_0" 901-0. 7/16" GALVANIZED HIGH E STRENGTH STRAND (TYR) 16"-36"DIA. 16"-30"DIA: 170'-0" ---,-- - - ARRI NEETTINGESYSTEMER I �' .I; "i it 150,-0„ 7/16" GALVANIZED HIGH STRENGTH STRAND (TYF HELICAL ANCHOR I 16''30" DIA EAST ELEVATION i - ll� 1' POLYESTER BARRIER NETTING SYSTEM NETTING COMPONENT.. -COLOR: BLACK -POLYESTER NETTING: I" MESH SIZE -LONG STITCH KNOT LESS JOIN -RESIN DYE AND BONDING TREATMENT -116.7 LB. AVERAGE SINGLE MESH BREAK STRENGTH ATTACHMENT TWINE/HANGING TWINE: 448 BRAIDED POLYESTER TWINE -375 LB. TENSILE STRENGTH -DYETREATED PERIMETER BORDER ROPE& RIB -LINEN ERTICALS: -3/8" BRAIDED SYNTHETIC COVER -PARALLEL SYNTHETIC CORE -3,500 LB. TENSILE STRENGTH 16"-42" DIA. POLYESTER BARRIER NETTING SYSTEM 7/16" GALVANIZED HIGH STRENGTH STRAND (TYR) HELICAL ANCHOR NETTING POLE LIGHT GRAY WEST ELEVATION: 18,712 SF. TOTAL SHIELD LOGO: 824.08 SF. TOTAL = 4% OF ELEVATION 27'-11 3/4" FRONT ELEVATION SIGNAGE (824 SF.+98 SF. )/18,712 SQ. FT.=.049 5% TOTAL OF ELEVATION °I TOPGOLF' EXTERIOR SIGN: 98 SF. TOTAL = 1 % OF ELEVATION EXTERIOR SIGN: FRONT LIT CHANNEL LETTERS MOUNTED TO CANOPY FONT: TOPGOLF APPROVED TYPEFACE FACE: 3/16" 7328 WHITE POLYCARBONATE FACE W/ ARLON 2114 TRANS. BLUE VINYL SKIN 1" WEEDED OUTLINE RETURNS: 6'.063 3003 H14 ALUM. RETURNS PTM SILVER TRIM CAPS: 2" SILVER JEWELITE TRIM CAPS BACKS: .063 WHITE ALUMINUM PAINTED SILVER EXTERNAL GUSSETS: 1/8" 5052 Aluminum W/ 2" FLANGES ON ALL SIDES INTERNAL GUSSETS: 1/8" 5052 ALUMINUM CUT TO LETTER SHAPE AT BOTTOM ANCHORS: 3/8" DIA X 5" GALVANIZED LAG BOLTS ILLUMINATION: WHITE LEDS-GOQ3 6-7000K MOUNTING: MOUNTED TO BUILDING CANOPY W/ NON -CORROSIVE HARDWARE AND CUSTOM GUSSETS AS REQUIRED. ALL PENETRATIONS SEALED W/ CLEAR SILICONE. DRILL POWER HOLES AND ATTACH GUSSETS IN THE FIELD, PROVIDE SS BOLTS EXTERIOR WALL GRAPHIC: SHIELD ART CRAFTED IN TWO TONE EIFS. A Aria GroupArchitects, Inc. !. �' EXTERIOR SIGNAGE ARCHITECTURE • PLANNING • INTERIOR DESIGN BROOKLYN CENTER, MN 04/24/77 i ts'-e• 15A ITT' 5. 4.. 2'-2 3/4" 1 b !Lao Detail r�rs a ©tea G 0 E Channel LetterDetail J NT9 A�RETURNS E- �S3 3I3 HI A PLUM RETURNS PTO. SILVER T� 2'SRVER J—wE TRIM CAPS J TPANS BLV NN SKOINM I -AWHILE OUTLINE D) D) WHITE LEGS INTERNAL I -VT 11-U2- ANGLE SUPPORT DRWN HOLES .125 WHITE ALUMRIM SACKS PAINTED SILVER( FREE—STANDING PYLON 51GN FRONT & SIDE ELEVATION SCALE-• 114'= P0" MONUMENT51GN PLAN VIEW SCALE.•3/8"= 1'0" 13'4' MONUMENT SIGN FRONT ELEVATION SCALE. 318'= 1-0' MONUMENT SIGN SIDE ELEVATION SCALE. 3/8'= 10' 0 0 0 V 0 0 V 0 0 0 V 0 p 0 V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 ELECTRICAL LIGHTING PHOTOMETRICS SCALE: , •=40' qw+11fi1N PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Smile 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.00m eLUMAC engineers for a sustelneblefulurO 50 C.I.-51., 3N Flow San FranWw,G91111 CanbcG T. 111.398.1- F.415.3S ckse paa, Goy am zpaM1em Pa�M 11910Ey cxtlry NY MIs pion. apacA®Yon w repot wm pnpvM qme wurdw my E0aE sigavision lxe�ImE PmfeolwN Ereinaw unEer btB lawn dYre 546AMF�am�a. N/A Loucks Project No. 16366.00 Project Lead MUS D—e By CDL Checked By MUS 05/01/17 McGRAW-EDISON" The 'ID Pous NQUM, -- IENTI FICATION 0111 , 7�swmL DRA.- -UNqG- CooperLighting W F.T.N SITE LUMINAIRE SCHEDULE TIME MMANCROWL mm a OWAM Natmiiiit erFarmal --df- 11101 w IT. I, SLI. SL -AFL *111. ,3 MCGRAW EDISON fGL7E0N-W-03-L-48O-SU-HSS; TYPE 3 LED POLE LIGHT W/ SIDE SHIELD 166 -11�9 r•relumrd IN ane cape .... A -m. A- ...... I— LED dli- ,A .-Nd I --N. I I— I., .. �d --Mg 1—3 R-ld I1.)A III adlptl, $14 _O Zft coded. 1., -1 .-U, 480 IG SUR -rd Ith 0 IOV dI.-G. JG vibnr pn nice DRA ED , ..Or MCGPAW EDISON JICLEON-AF-03-1-1�480-51VO 'I 1a1 A- = 332 -6.4 1 LED K)OOK h. -I deNpINd . wIN,­d I.kV .1 H... m. fiRi.h.d In I U., U-1. .-ms IG. ............ geThAGalleun "' C P -"`-`-'"---'--`r`-` GLEON tiva Up -.1- 2.6 mil ..-I dhi-- I., A -P -Ii., GALLEON LED 1IUU Slnndertl colon .PIC- U. -U-y ftliq- 1. -.�;G.g O-CPAWY-A M.1k, b - M. I.,0 u,hl= _ IH U A1-1I.pU.-Igu W"' d -TI -­,,dg­rh. RAL mJ vualpm molar SviM Oen AcpulEDr. P11- -UNI-I 1- 90% 1-,, mainleneaverleble CU­Ij IhA iR, Ir. ern nli III Ip m11 --.m OUR -i- A-dIld in -1t M-A-Edimon A, -v., -I In-dN-d,1-.-.N.d C.1- bl.ch- III the ...pl- PnUUNI S-A - 7-A dlp,a AREA/SITE WMN3AARE =DR.- K 41- 276K) CCT -d--.. 70 CRI OPU-I -K Cff rd — CCT. - 16A 1-1 IN .... .. IIwill 11,,1I --,­PU-.I 6d� Ahwid E--d.d .: m.... A- -1-1 b. , 'n_IG I, Pous NQUM, -- IENTI FICATION 0111 , 7�swmL DRA.- -UNqG- CooperLighting W F.T.N SITE LUMINAIRE SCHEDULE TIME MMANCROWL mm a OWAM Natmiiiit limen nuell............Mr w NA dl sD .nimil T ,3 MCGRAW EDISON fGL7E0N-W-03-L-48O-SU-HSS; TYPE 3 LED POLE LIGHT W/ SIDE SHIELD 166 1 -11 LED, MOUNT ON 2-7' 'OLE W1 3- BASE $14 MCGRAW EDISON _SQ #GLFJON-AP-O+-LED-480-SL�HSS LED POLE LIGHT W/ TYPE 4 SIDE SHIELD 225 480 1—k 1 LED. 400OK [-- MOUNT 2 AL MOUNT ON 27' ALUMINUM POLE W/ 3- BASE m DRA ED , ..Or MCGPAW EDISON JICLEON-AF-03-1-1�480-51VO 2 -TYPE 5 SQUARE WIDE LED POLE LIGHT 332 480 1 LED K)OOK MOUNT AL MOUNT ON 27' ALUMINUM POLE W/ 3- BASE 1.tOOROIHATE ALL COLORS AND FINISHES WITH ARCHT-Ea. 2 PROVIDE ,LLL PARTS, COMPONENTS, AND HARDWARE To CONSTITUTE A COMPLETE INS'rALLATION WITH OPTIONS AS INDICATED IN LUMINAIRE SCHEDULE 1111111 ID M. or ARM MOUNTING REIUIAIMENIS wwprrnpe ATAINT -A- Dew zz--, G -G, - *x, aam ams CooperLighting COOPER LIGHTING Prmxna by —_ RSA ROUNDA.- b.h I., ASTM -6 • a OR, ... U.G IN,. - STRAIGHT ALUMINUM ORDER- —Ga o=,— 1�7 0 1 -.A ao-m new "IX I--, A- I K ai`my. Barmy A-- J A ...... ATNAGNA— AM—GAGE 11 JUMI -TN AN . . .......... . ..... Cooper Lighting w ff.T-N Arc- M - --------- - INN T- r N-A-wI I- --T -1 NA A T= A, mp. A. NTT= MA -AA.- 111.110 ON U� 10 A..Ndxm aeaN-1.1.meeea 1p I- 1,1e IAT., rw Cooper Lighting Cooper Lighting 0 moLoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 —loucksin—mi GLUMAC r I engineers fora sustainable future 150-1...51...z JIM,. -1-1—CASAII, -- T 415-- R41-8.0593 Nn. ZVI= WOM L sh - c-1.1. -Nvpxd- - - ................................................... MYiW J. SL MaM-PE NIA Loucks Project No. 16366.00 Project Lead mis Drawn By CDL Checked By mis 05101/17 limen nuell............Mr w NA dl sD .nimil T L RI1.11 ARM MOUNTING REIUIAIMENIS wwprrnpe ATAINT -A- Dew zz--, G -G, - *x, aam ams CooperLighting COOPER LIGHTING Prmxna by —_ RSA ROUNDA.- b.h I., ASTM -6 • a OR, ... U.G IN,. - STRAIGHT ALUMINUM ORDER- —Ga o=,— 1�7 0 1 -.A ao-m new "IX I--, A- I K ai`my. Barmy A-- J A ...... ATNAGNA— AM—GAGE 11 JUMI -TN AN . . .......... . ..... Cooper Lighting w ff.T-N Arc- M - --------- - INN T- r N-A-wI I- --T -1 NA A T= A, mp. A. NTT= MA -AA.- 111.110 ON U� 10 A..Ndxm aeaN-1.1.meeea 1p I- 1,1e IAT., rw Cooper Lighting Cooper Lighting 0 moLoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 —loucksin—mi GLUMAC r I engineers fora sustainable future 150-1...51...z JIM,. -1-1—CASAII, -- T 415-- R41-8.0593 Nn. ZVI= WOM L sh - c-1.1. -Nvpxd- - - ................................................... MYiW J. SL MaM-PE NIA Loucks Project No. 16366.00 Project Lead mis Drawn By CDL Checked By mis 05101/17 SIDE VIEW PIMNT VIEW URIVlA RANC9 LI AmINC TOP COLI POLES: R -IS HARDWA NARD HARE aye UESCRfPTfON May Is. assasieecrorsElcuB.sn°ws TOP VIEW aT eaR.. ren LiuC yN uvu r�__ 7 *R 'W" er w.uei A•".ean.c.rr. ni&e r"'eimaun C N. Qualite POETS 111,1711 IG. LLC THE NEW GENERATION OF SPORTS LIGHTING The Msmenan, Dognostc System sanexduave-.__..!--__-- Ulias[ed dlagnosnc tesnng analyzer m[egrated In[o all Qualite Lighting Systems.ay utilizing a quick mulb-p me,ror,the MDS can isolate and troubleshoot commen prabl,mus asses aced With Hifirghtng 1 h as a faded ballast. shorted lamp condi6an, Wiled p c cursor ruses The MOS w,h, alihmmung power off, will show test results •vfh nd calor lights on the display panel of the analyzer enclpulm. The end.me, is molded Of lugh-dennty polyethylene and measures 12 1A i N a"x 3 1; a' Its printed nrcultb.,d and mn.E,.,, are ul reeogn zedlcerufied romponents. The internal mndutlon are ,led 300V 60 deg—C min mum. Theconnect'on cables mots condudm AWM stranded 22 AWG m n mum Tonnes[, the analyter,open the d—arge,ri betao enclosure and unplug the mWtFmr—Booty plug Plugn theanalyzers muldpin Donator, and press the test trotters lnd.t Ighn diagnose the problem All MDS a,,Wersroman, printedn,mrkm muhn the endosurelsl and carry Quallter standard ter) year watumn, 3 PHASE SYSTEM Fixture loading is distributed evenly across the phases. Actual system loads are balanced by the contractor. Gold -Series 165OW 480 2.3A/1O8 KW c—achy MDS = 397 3.2Ar1.O8KW Y; i`saembiy I �t Pre -Wired, Pre -Assembled 6.6AIL765KW 240 4.5tv1 O8KW \ Crossarm Assembly, Front Mount 1. .a4rcwna rna UI 1 _ rd a� I - i k c_� ."a I� m: Ballast -•. P,.wmr=.,:- ���•j � zea :.r..a_ 875NI.76SKW 120 9.0AITO8KW rzc c^naRcw eav � N'A Factory wired LLL. listed, pteassembled by multi- conductor VMC tray cables supported within the and pre aimed fnr shipment. Pete by stainless seam rdief.3allast are CWA ANSI M48 (150OW) er M 11 t165OW1 and ate Ut liatd. Remote Ballast Assembly a a .. •Stainless steel/powder coated ballasl boxes Gold -V • Wire hamess • TopAxottom wire entrance -Service basket Reflector Lamp Options • Rear wire entrance • Hail shroud • Pole disconnect1000 W • OCC \\\1jr .a b 1500 W • Pole breaker • ReOUEST •Other 1650 W see Pg. 7 for more urstio ober Voltage Phase Ballast Position Crossarm Position Poles • 120V • 277V • Single phase • Front Mount • Front Mount • Steel DB AB • 208V • 347V • 3-phase (Field side) (Field side( • Concrete DS • 240V • 480V • Rear Mount • Rear Mount • Other existing (Opposite field side( (Opposite field side) • AB (Anchor Base) • DB (Direct Bursal) C N. Qualite POETS 111,1711 IG. LLC THE NEW GENERATION OF SPORTS LIGHTING The Msmenan, Dognostc System sanexduave-.__..!--__-- Ulias[ed dlagnosnc tesnng analyzer m[egrated In[o all Qualite Lighting Systems.ay utilizing a quick mulb-p me,ror,the MDS can isolate and troubleshoot commen prabl,mus asses aced With Hifirghtng 1 h as a faded ballast. shorted lamp condi6an, Wiled p c cursor ruses The MOS w,h, alihmmung power off, will show test results •vfh nd calor lights on the display panel of the analyzer enclpulm. The end.me, is molded Of lugh-dennty polyethylene and measures 12 1A i N a"x 3 1; a' Its printed nrcultb.,d and mn.E,.,, are ul reeogn zedlcerufied romponents. The internal mndutlon are ,led 300V 60 deg—C min mum. Theconnect'on cables mots condudm AWM stranded 22 AWG m n mum Tonnes[, the analyter,open the d—arge,ri betao enclosure and unplug the mWtFmr—Booty plug Plugn theanalyzers muldpin Donator, and press the test trotters lnd.t Ighn diagnose the problem All MDS a,,Wersroman, printedn,mrkm muhn the endosurelsl and carry Quallter standard ter) year watumn, 3 PHASE SYSTEM Fixture loading is distributed evenly across the phases. Actual system loads are balanced by the contractor. V 1o0ow MHIHPIn l calixal 165OW 480 2.3A/1O8 KW c—achy MDS = 397 3.2Ar1.O8KW } ;Disldlulioa 8lrrrk i 0°ck' i`saembiy I 60AJI.62SKW 6.6AIL765KW 240 4.5tv1 O8KW 7OAII 625 KW i k c_� ."a I� m: Ballast TSAI1625KW V 1o0ow 1500W 165OW 480 2.3A/1O8 KW 35Ar'1.625 III 4LA/1.765 KW 397 3.2Ar1.O8KW 4.7A/1625 KW 5.IAI1365 KW 2773.9A/1.08KW 60AJI.62SKW 6.6AIL765KW 240 4.5tv1 O8KW 7OAII 625 KW 7.bAll 765 KW 208 5.5A/1.08KW TSAI1625KW 875NI.76SKW 120 9.0AITO8KW NIA N'A 4fg _ Lamp 1—CO_NT ENTS_ fQ xQ .-i2 41 and Mounting 6 Gold -V Reflector with riveted .040 aluminum powder coated visor. System AssemblyWinght! •I Qualite remora ballast lighting systems begin with aEks.-than 121 badasl per endusure ass Wes Patented 25'h9irly pubshed alta, matedu,flaa upies" caul mooing emblure temperatune.Qualo, NEMA ed by ammplelely anudlzed aluminum mogul housing Type 38 enclosures and doors are fabricated from and support arm. All saalsare or the highest grade naranals galvanuad sheet steel conforming to ASTM and all tau—,, are dear A653;G90—NE,rds and pnWo,, coated upin So aluminum fon langreity mils. Each enclosure has stainless hinges and laking latches and is mmmbd to pm 1er10ated Qual'ne heavydury oclo rel are fabrtcasedthim hotaluminum bark channel for support. dipped galvanized to A51M A123 uandards.Cronarms are "norm engineered and built. cumpEV A0b local wind All QualKe lighting Sprains ane as.Crassanns are red from tha,armse ballast enclosures Factory wired LLL. listed, pteassembled by multi- conductor VMC tray cables supported within the and pre aimed fnr shipment. Pete by stainless seam rdief.3allast are CWA ANSI M48 (150OW) er M 11 t165OW1 and ate Ut liatd. • A R • ASTM 653 G90 Sheet Steel ASTM D3359 Cross Hauch ASTM D2794 DIKRev Impact Adhesion 5b Ino loss) ASTM D522 Flexibility, Mandrel ASTM6117S91t Spray ASTM D3363 Pencil Hardness Gold -Series 33.0" Elewe m eI— arNeSoleafMMrmt4 iuvlrylnw Mx N ................................................... Mle:rl a. Sl. Memo PE WA Loucks Project No. 15.40" Qualite rxr NEW GENERATION Or SPORTS t14HTIN0 L LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com GLUMAC engineers for a sustainable future- c" x n,er E.-mmu —.c'. oma T. 115.395.7961 F. 415.390 a5B6 Www.plumecmn 1ra6y ser., V,el Nb plan. eP.el— w rapers ws PnWrea Iry msauMw my tlYaEi supsI Elewe m eI— arNeSoleafMMrmt4 iuvlrylnw Mx N ................................................... Mle:rl a. Sl. Memo PE WA Loucks Project No. 16366.00 Project Lead MJS Drawn By CDL Checked By MJS 05/01/17 Gold -Series OPTIONAL SERVICE BASKETS BACK TO BACK SERVICE BASKETS 24F Service Basket to S­,11811kidlalitilw Dipped I� • Qualite+ Control Cabinet (QCC): Customized enclosed control within NEMA 4 or 12 powder oated steel enclosure •ReQUEST 4Yireless zone control with software interface mounted in NEMA 4X or 3R enclosures • Remote Monitoring System: System monitoring lighting performance and notifies manufacturer or owner if individual luminaire outage is detected so that appropriate maintenance can be scheduled • Qualite" Rotary Disconnect: Mounted within a NEMA 3R enclosure with sealed weather tight door Gold -Series - BASIC ASSEMBLY CONFIGURATIONS & MOUNTING LBS.-ABMASSV. Y au I 'c 20"ARM 68 a�l m1..hU -i T.97 v II i p I`xxnxx[t` '1 r I 5eI r - T 111141A OF ASSEMBLY 6F ASSEMBLY 4F ASSEMBLY 2F ASSEMBLY 69 55 •Ballast and uoss-arm assemblies are shipped pro-woed and factory assembledwih p aimed mogul h..udgs attached ' Eakin ballast ensdos—assembly is pre weed requiring only we power feed to at d' she bottom endosure • All ballast endosureassemblas are pre --bled to aWralnum bah channe as shown above •Pole nitilles will wry depending on ghtng,qummerss 2FPR :z" ARM TOPVIEW BOTTOM VIEW TOPVIEW 72 165 Wraccid,2FPR 98"ARM 99 -- STANDARD STUD MOUNT lbs 3f PA _ UNIVERSAL CROSSARM (� 160 198-plattom,245 03 MOUNTING TOP VIEW SFPR 98`ARM 160 115 ENTRANCE DETAIL le 3 I ne. i 1 F z-42'ARM 190 I - 4FPR �_ UNIVERSAL MOUNT 190 132 Gold -Series OPTIONAL SERVICE BASKETS BACK TO BACK SERVICE BASKETS 24F Service Basket to S­,11811kidlalitilw Dipped I� • Qualite+ Control Cabinet (QCC): Customized enclosed control within NEMA 4 or 12 powder oated steel enclosure •ReQUEST 4Yireless zone control with software interface mounted in NEMA 4X or 3R enclosures • Remote Monitoring System: System monitoring lighting performance and notifies manufacturer or owner if individual luminaire outage is detected so that appropriate maintenance can be scheduled • Qualite" Rotary Disconnect: Mounted within a NEMA 3R enclosure with sealed weather tight door Gold -Series THE BEST WARRANTY IN THE BUSINESS OValt, --rd, it, lumnarea­n,b1es 1alglmrntof:hevat, aimed poslonsin, f 'doIthirty (30)year r" dmdaEe f purch., date ot,gn Fcant cemplel- as defined by AIA den Trent 6702 vhi,h Ipfes. Any part;, -,pt limps and los+• loud to be dcfecnva..-It be replaced faboincluded during lne first fY=151 lea,,nd partsonl/ fad the romandei 1(;nr a'art y peilod. Lamps are warrant+d for a letil of I—c 21 yea. s.' s1 hate mduded fur ln, fart ,a, only. Oprinnal,ompeha,swe .ananty ava, ble 1.,sP ant nook fax an, requeared it slam' Quaffte SPORTS LIGHTING. LLC THE NEW GENERATION OF SPORTS LIGHTING 1.800.933-9741 1 www.qualite.com 215 W. Mechanic St, Hillsdale, MI 49242 Phone 1517)439-1581 Fax lS 171439 1194 nr a.ua sP.:mli9nu"auc lmmEt. us6 p.5 nam0::a..50.r4n M963 u6 setim rmmm Pnxmx aa2UI9,IP76,mx om.d n.mwe , i■LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove MN 55369 763 424 5505 www. l0u1k3mc.com CLUMAC engineers fora suatelneble future` na.5t 3b Flew JJb No. as''FZNem LF 71.141 1116 bR T 415388]161 F 416.396.059. wxw.9lum.cmm N.rebe ren.Y um w. qen .p.dnwon a renes w.. p.P..a by r". or untler my alma wpenl•Ian eM MM enaM.r ena.r Ne I— ............... .............. .x6 ................................................... MNneN J. SL M.Mn-PE N/A Loucks Project No. 16366A0 Project Lead MJS Drawn By CDL Checked By MJS 05/01/17 - LBS. RAL -ASSY. LBS.-ABMASSV. 1FPR 20"ARM 68 47 111141A RM 69 55 2FPR :z" ARM 99 72 165 Wraccid,2FPR 98"ARM 99 100 lbs 3f PA 4z"ARM 160 198-plattom,245 03 SFPR 98`ARM 160 115 4FPp z-42'ARM 190 141 4FPR 98"ARM 190 132 SFPR 2-42"ARM 252 175 SFPR 98"ARM 252 162 5FPR 154"ARM 252 183 6FPR 2.42'ARM 282 206 6FPR 342'ANM 282 216 6FPR 91'112'A"M 282 204 6FPR 154'ARM 251 200 7FPfl 1-42'ARM 350 217 7FPR 2 98'ARM 350 217 7FPR 154' ARM 350 231 "' '• 8FPp 98'/92' ARM 380 265 .FPR 2 98'ARM 3B0 z64 TYPICAL ASSEMBLY NUMBER 9FPR 3-42"ARM 442 309 9FPR2.98'ARM 442 274 4FGRV SB 16SOH, 9FPR 154"/4z ARM 442 303 9FPR 154'/98"ANM 442 315 -- "-' 10FPR 2-;S" ARM 472 294 IOFPR 154"l98'ARM 412 337 11FPR 154"199 "ARM 534 383 11FPR 2.154'ARM 534 313 APP4fAk0 12FPR 154"798"ARM 564 393 ISO Cerllfiea 12FPR 2-154'AAM 564 400 THE BEST WARRANTY IN THE BUSINESS OValt, --rd, it, lumnarea­n,b1es 1alglmrntof:hevat, aimed poslonsin, f 'doIthirty (30)year r" dmdaEe f purch., date ot,gn Fcant cemplel- as defined by AIA den Trent 6702 vhi,h Ipfes. Any part;, -,pt limps and los+• loud to be dcfecnva..-It be replaced faboincluded during lne first fY=151 lea,,nd partsonl/ fad the romandei 1(;nr a'art y peilod. Lamps are warrant+d for a letil of I—c 21 yea. s.' s1 hate mduded fur ln, fart ,a, only. Oprinnal,ompeha,swe .ananty ava, ble 1.,sP ant nook fax an, requeared it slam' Quaffte SPORTS LIGHTING. LLC THE NEW GENERATION OF SPORTS LIGHTING 1.800.933-9741 1 www.qualite.com 215 W. Mechanic St, Hillsdale, MI 49242 Phone 1517)439-1581 Fax lS 171439 1194 nr a.ua sP.:mli9nu"auc lmmEt. us6 p.5 nam0::a..50.r4n M963 u6 setim rmmm Pnxmx aa2UI9,IP76,mx om.d n.mwe , i■LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove MN 55369 763 424 5505 www. l0u1k3mc.com CLUMAC engineers fora suatelneble future` na.5t 3b Flew JJb No. as''FZNem LF 71.141 1116 bR T 415388]161 F 416.396.059. wxw.9lum.cmm N.rebe ren.Y um w. qen .p.dnwon a renes w.. p.P..a by r". or untler my alma wpenl•Ian eM MM enaM.r ena.r Ne I— ............... .............. .x6 ................................................... MNneN J. SL M.Mn-PE N/A Loucks Project No. 16366A0 Project Lead MJS Drawn By CDL Checked By MJS 05/01/17 Planning Commission Report Meeting Date: June 15, 2017 rit? nn/ KLYV vItH Application Filed: 05/15/17 Application Deemed complete: 05/15/17 Review Period (60 -day) Deadline: 07/14/17 Extended Review Period Deadline: N/A Application No. 2017-004 Applicant: Topgolf USA Brooklyn Center, LLC Location: 6330 & 6420 Camden Avenue North Request: Planned Unit Development Amendment (No. 3), Site and Building Plan, and Preliminary Plat. INTRODUCTION ) Amendment to the previously Topgolf USA is requesting a Planned Unit DevelopmePDUD de e opment plans. This 3'd approved Regal Road (Regal Theatre) Development Addition amendment would allow the redevelopment of Lots 2 and 3, Block 1 Regal d ad sitespPad Site eve Addition and Lot 2, Block 1, Regal Road Development Addition, referred to asP No. 1 and Pad Site No. 3 under this Regal Road PUD, respectively. BRIEF STATEMENT OR INTENT OF APPLICATION: This PUD Amendment is for the expressed purposeof amending the s of 1998 to allow theldemolrt on of the l Planned Unit Development of the Regal Theater Development Planal existing 85,240 sf. Regal Theater and the rede footpthree level facility with r102 recreational/entertainment use consisting of a 65,000 square hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets. The application also includes the replatting of 14.93 acres mdconsideration of a this proposed 65 000 sf. separate 3 s story Site and Building Plan application regarding the development of commercial building and parking lot under the current Planned Unit Development/Commerce (PUD/C2) zoning district. Applicants may combine development plan approval with for lan pproval eou remulyquired by Zoning Code Section 35-230 by submitting all information req This matter is being presented as a public hearing item; and notices have been mailed to all surrounding property owners within 350 -feet of the affected site. COMPREHENSIVE PLAN AND ZONING STANDARDS Land Use Plan: RB — Retail Business Current Zoning: PUD/C2 (Planned Unit Development/Commerce) App. No. 2017-004 PC 06/15/2017 Page 1 Surrounding Zoning: North: PUD/C2 (Planned 94 corridor South: East: HWY 252 South: I-694 corridor West: R-5 Multiple Family Residence Neighborhood: Firehouse Site Area: 14.93 acres Setback Standards: Building: Front Yard = 35 -ft.; Rear Yard = 40 -ft.; Side Yard (Interior) = 10 ft.; and Corner Side -Yard = 25 -ft. Parking: 15 -ft. from any street right-of-way line. Conformity to: Land Use Plan: Yes Zoning Ord.- Yes — subject to PUD Amendment Subdivision Ord.: Yes Sign Ord.: Yes — site plan illustrates signage consistent with the C 2 standards Variance Needed for Request: None, the site plan meets the provisions of the C 2 building setbacks and parking standards are established by the City Council. BACKGROUND The subject site is currently zoned PUD/C2 (Planned Unit Development/Commerce). The original Regal Road Development PUD plan was approved on July 27, 1998; and the new zoning for this area, from C2 (Commerce) to PUD/C2, was approved by Ordinance No. 98-10, adopted September 14, 1998. The 1998 PUD provides an approved development plan of three parcels: Pad Site No. 1 a 13.09 acre lot for the proposed Regal Theatre, an 85,250 sq. ft., 20 -screen movie theatre with 4,592 seats and 1,148 parking stalls. were as ure Pad Sites No. 2 and 3 have lot areas of 1.65 luded and as a fast food / respectively con eniencdee food dr restaurant, "restaurant uses" and were specifically prec gas station/convenience store, car wash, pawn shop or check cashing operation. Shortly after this original PUD approval, the developers applied to the city for the first amendment to the PUD. The PUD amendment requested the option of providing a traditional open storm water pond for storm water treatment purposes, instead of the underground chamber system that was originally designed and approved under the July 1998 PUD submittals. The staff memorandum that accompanied the PUD amendmenof tion would enable the project to starenced concerns on y approval for the underground system and the P on schedule. App. No. 2017-004 PC 06/15/2017 Page 2 This PUD amendment was recommended for approval by the Planning Commission on September 10, 1998 and on September 28, 1998 the City Council approved the final plat of Regal Road Development Addition with the amended PUD plans including a surface ponding area and a reduction in the lot area of Pad Site 3 from 2.02 acres to 0.96 acres to compensate for the theatre parking area lost by the open pond area. Attached for your reference are copies of Resolution No. 1998-133 which approved this PUD rezoning application, a copy of Ordinance No. 98-10, and the recorded Declaration of Covenants and Restrictions (the City's PUD agreement). On February 27, 2006, the City Council adopted Resolution No. 2006-25 approving a PUD amendment and site plan approval to allow the construction of a 10,000 sf. multi -tenant building on Pad Site 3. Attached for reference is a copy of this resolution. In 2007, the City obtained a drainage & utility easement and developed an underground storm water treatment facility south of the existing ponding area. The system consisted of two large concrete chambers (64' x 52' x 16') that were connected to the existing 72" area storm sewer and provide treatment prior to discharging into the Mississippi River. On November 9, 2015, the City Council approved a PUD amendment relating to the development of Pad Site 2 for a 4 story 80,000 sf. commercial self -storage facility. The PUD agreement was not revised or amended when the developer decided not to proceed with the proj ect. PUD AMENDMENT ANALYSIS The recorded Declaration of Covenants and Restrictions for the Regal Road Development (PUD Agreement) restricts the use of Lot 1, Block 1 (Pad Site No. 1) for only a twenty screen movie theater of approximately 85,240 sf. with approximately 4592 seats; unless the owner first secures approval by City Council of an amendment to the planned unit development plan or a rezoning to a classification which permits such other development and use. The Declaration also allows the owners of Lots 2 and 3 (Pad Sites No. 2 & 3) to apply for an amendment to the planned unit development for said lots to allow another use which is compatible with surrounding and nearby properties; consistent with the City's comprehensive plan; and in the interests of public health, safety and welfare; provided, however that said lots may not be developed or used as a fast food or convenience food restaurant, gasoline service station, convenience store, car wash, pawn shop or check cashing operation. PUD Amendment No. 3, provides for the changes necessary to facilitate the redevelopment of Pad Site No. 1 and Pad Site No. 2 for the Topgolf commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets. Additionally, the amendment will enable the creation of a 1.62 acre commercial outlot with an App. No. 2017-004 PC 06/15/2017 Page 3 A PUD Amendment may provide for certain reduced setback allowances for the new building placement; size and location of signage; and/or a. reduced parking numbers for a proposed use. The initial PUD approval for the Regal Road Development reduced the parking required for a movie theater from 1 stall for each three seats to 1 stall for each four seats. As previously indicated. this site plan meets the dimensional standards of the underlining C 2 District and the minimum parking requirements are established by the City Council based on similar uses and evidence of parking needs provided by the applicant. INITIAL PUD FINDINGS & RECOMMENDATION Planning Staff is providing for the Planning Commission's consideration certain findings which may assist in supporting the recommendations to approve this PUD Amendment: a) The allowance of this non-specified commercial use in this underlying C2 (Commerce) District will help promote and enhance the general welfare of this overall PUD, as it maintains and keeps the redevelopment of this site active and ongoing; and reflects a reasonable need or benefit to the PUD Site as requested by the Developer. b) This development site and overall PUD site will have adequate measures in place to maintain and provide suitable access to the site. c) The development plans by Topgolf appears to be a reasonable and effective means of adding additional commercial tax base to the community; and will be a good fit overall Regal Road Development Planned Unit Development project area, and is supported and approved by the Planning Commission. d) City will require an amended declaration of covenants and restrictions for this commercial PUD that will include the interim use of the northern parking area as Metropolitan Transit Park and Ride site and address the facture use / redevelopment of this Outlot to complement the Hwy 252 freeway conversion improvements. This application includes the consolidation of Lot 2, Block 1 Regal Road Development Addition, the 1.62 acre vacant lot at 6330 Camden Ave. N., referred to as PUD Site with Lot 3, Block 1, Regal Road Development 2nd Addition, the 14.15 acre Regal Theater site at 6420 Camden Ave. N., referred to as PUD Site 1. The replat includes the dedication of additional right of way for the extension of Camden Ave. N. and relocation of the existing cul-de-sac to facilitate the placement of the Topgolf building; vacates and rededicates the necessary utility easements; and creates a new 1.62 acre commercial. App. No. 2017-004 PC 06/15/2017 Page 4 As you will recall, there is a narrow strip of MnDOT right of way that is considered excess right of way from the I-694 and Hwy 252 improvements. The City's Engineering Department is working with MnDOT to coordinate a turn back and/or conveyance of this abandoned remnant of a previous City Street (Lilac Drive) that will be used to relocate the cul-de-sac of Camden Drive. The demolition plan identifies the removal of the pavement, curbing and hydrant. The landscape plan should include the sodding (the option of seeding pending the conveyance) of this area. This photograph illustrates the existing condition of this excess right of way strip. To the west of the site is the Melrose Gates Apartment complex which has a fire lane access easement to Camden Ave. that will now be improved by the extension of the cul-de-sac. App. No. 2017-004 PC 06/15/2017 Page 5 SITE & BUILDING (DEVELOPMENT) PLAN IMPROVEMENTS ❖ Layout & Architecture The proposal by Topgolf facility is a new 3 -story, 65,000 sfcommercial recreation facility that has it commercial exposure facing south ( I-694) with the northern portion of the building providing 102 open hitting bays into the 220 yard golf driving range target field. The building's exteriors finishes of the building consists of colored EIFS with a significant amount of stone and composite paneling and colored changing LED washing metal mesh, and glass which accents at the main entrance and highlight the business signage and exposure to I- 694. The quality of these finishes and the building visibility from I-694 will draw positive attention to Topgolf and the City of Brooklyn Center. The architectural features for the front and sides are consistent with the Class I and Class II elements specified under the city's Architectural. The main entry is located on the southeastern half of the building and is elevated to provide access to the 2nd level which has an elevation of 853 and includes an area that would support valet parking services. The service entries for laundry, product, and sanitation services are located on the southwestern portion of the building �E Pl BLS -I B1S.l [�nmiR 'vipE W9LL Esz-1 a5-] [UIdANNNl 50-i SIDE NA(Yf9+ aS-t YETAt fYD WISE MIT i I � I l � � - -_I - - Li .., .root LF1 T -T fj _ I TTl I W EST ELEVATION ..�..i mei iTod LHBUBCS MM EAST ELEVATION App. No. 2017-004 PC 06/15/2017 Page 6 The redevelopment provides for a southern (front) parking area of 101 parking stall, including 13 handicapped stalls with a landscaped, a driveway entrance from Camden Ave. and an elevated entrance to the Main floor (second level of the building). STATE H/GHWA Y 252 ... i..: m-+.:.�...__. r. +.:.... • 1 O -i"f / - 5i _01 CAM�OEHAVf I The eastern side/Hwy 252 frontage of the site has 412 parking stalls with a landscaped drive lane that is accessed from a new entrance onto Camden Ave. The traffic report has recommended that a sidewalk be considered near this access lane to serve pedestrian movement within the parking lot. The northeast corner of the site contains the existing storm water retention and treatment pond and the 2007 underground storm water improvements. The new entrance onto Camden Ave. (approximately 150 feet north of the existing entrance to the Regal Theater) will also serve the parking lot on the commercial outlot. The former access onto Camden Ave. served as the primary access for both the 20 screen movie theater and the daily traffic using the park & ride facilities. An existing sidewalk is located on the west side of Camden Ave which extends up to the main entry to the Melrose Apartment Complex. An existing crosswalk is located on the south side of the entrance to the Regal Theater. The City may wish to consider the designation of this City Street for no -parking and stripping a bike lane along Camden Ave. in lieu of the Traffic Consultants recommendation of extending a sidewalk along the east side of Camden Ave. App. No. 2017-004 PC 06/15/2017 Page 7 To the north of the building is the 220 yd. driving range with 10 in ground lighted target areas that are enclosed within a polyester barrier netting system that varies in height from 90 feet to 170 feet. The netting system includes a total of 27 steel poles (42" diameter in width) that are off -set approximately 55 feet apart SOUTH ELEVATION ft4Yi5TfP B.ftoL4 NfTIIM'•SrcryA _ — NORTH ELEVATION Nt EAST ELEVATION ❖ Landscaping .._ FXV aWSFn �Fmc t ` s»w�Hsrvo� ai t� J�sna ---- 10'fAUW �pHIGH -- _ iIFFnLMtTAMrt,*I The landscape plan identifies the location of 46 deciduous trees planted with the Regal Theater site development, 6 conifer trees and 5 ornamental trees that will be maintained and the additional landscaping with the new parking islands developed as part of the access drive serving the eastern parking lot. Additionally, the plan includes the landscaping within the new southern parking area; the boulevard area of the Camden Ave. extension and new entrance; screening of the service entry; and significant plantings to accent the elevated entry. App. No. 2017-004 PC 06/15/2017 Page 8 ® Cophe Stare One Call �- z I Y�I Ir✓ W w STA 11CINAY 132 m.u.n+nnn�im.aain B B ' 1 .8 �% \ El G 6 P, k ■■LOUCKS \`.. MNDSWE PLM -TREE L1-1 The plan identifies compliance with the City's Landscape Policy through providing 356 points of additional landscape materials to achieve 850 points for the 15.27 acres ( includes the northern commercial outlot. ❖ Parking & Access The site plan illustrates a total of 513 parking stalls for Topgolf and 222 parking stalls for the commercial outlot. The primary entrance continues to be in the vicinity of the current entrance point (approximately 150 feet to the north). Internal circulation is provided by an access lane that parallels the driving range/target field and connects to the northern parking area and southern entrance onto Camden Ave. The City's parking requirements are as follows: Pursuant to City Zoning Code Section 35-355• PUD- Subd. 3. Development Standards. d. Parking provided for uses within a PUD shall be consistent with the parking requirements contained in Section 35-704 of this ordinance unless the developer can demonstrate to the City's satisfaction that a lesser standard should be permitted on the grounds of the complementarity of peak parking demands by the uses within the PUD. App. No. 2017-004 PC 06/15/2017 Page 9 The Zoning Code Sect. 35-700 — Off Street Parking Requirements, provides for uses that are not covered by the code shall be determined by the City Council using a similar use. The traffic study prepared by Spack Consulting comments on the City's parking ordinance and provides a recommendation that the 481 stalls used in their site analysis provided sufficient parking for this use. The report references the peak period for the Scottsdale, Arizona Topgolf location occurring on Saturday evening with 397 parking stalls occupied. Additionally, the following different calculations were considered based the commercial uses identified in Sect. 35-700: 2. Commercial (Retail and Service Office) C. Other Retail stores/centers/financial institutions: 11 spaces for first 2,000 sf. GFA + 5.5 spaces for each additional 1,000 sf. GFA Calc.: First 2,000 sf. = 11 spaces 65,000 — 2,000 = 63,000 sf. /1,000 sf. = 63 x 5.5 = 347 + 11= 358 spaces e. Bowling Alley (adjusted from 5 spaces for each lane to 4 spaces for each hitting bay with a 150 seat restaurant/bar/lounge) Calc.: 4 x 102 = 408 (150 seats divided by 2) = 75 + 60 employees divided by 2 = 30 for a total of 513 spaces The Planning Commission should consider the similarities of the uses and provide a recommendation the City Council's decision on a parking requirement for this PUD. The traffic report included the following site plan recommendations: f yl S ■r.. s� App. No. 2017-004 PC 06/15/2017 Page 10 Un sr y C �F — Chi f V_ f yl S ■r.. s� App. No. 2017-004 PC 06/15/2017 Page 10 ❖ Grading/Drainage/Utilities The drainage plan utilizes the existing drainage improvements installed with the 1998 development of the Regal Theater site (storm water detention pond, 36" and 27" storm sewer collection system which enters the ponding area, an overflow of the ponding area via an 18" storm sewer connection to the existing 72" storm sewer trunk line which crosses this property. The plan illustrates the location of the former 65th Ave. street alignment which includes the trunk water, sanitary sewer, and storm water improvements which serve this area. The additional storm sewer improvements identified on the above plan illustrates the location of 2,927 feet of new perforated storm sewer piping that will provide for infiltration into to the sandy soils of the site and 926 feet of regular storm sewer improvements. The City's Engineering Department has worked with the project engineer in the design of a plan which meets the current requirements of the West Mississippi Watershed Management Organization. This application is scheduled to be considered at their July 13th meeting. The City's Engineering Memo also addresses the permits and erosion & control conditions to be in place during site demolition and construction. Additionally, the MnDOT Review has requested additional information on the ponding area that was constructed with the initial 1998 drainage improvements. App. No. 2017-004 PC 06/15/2017 Page 11 LiAtina . -.. , .�; - . �1�, 4#�'��-�-- i_� i • n 1 o vela-`° 1 _ ' �- ...... � : } '_ ` II 02 3 L e .. . i , i ' n � --�_� tea -_-.a---•— � + • S � "''.:'; `:-''` ' �:. , z 2 {.a_ ELECTRICAL LIGHTING PHOTOMETRICS The lighting plan utilizes the eastern and norther portion of the parking lot lighting of the existing parking lot and the installation of ten 27' poles with downcast LED light fixtures: - 7 along the eastern driving range/target field for the parking lot with the new internal access drive and 3 within the new southern parking area. The Sports lighting of the driving range//target field uses six 12' high light poles mounted on top of the building which are directed to the target area. The electrical lighting photometric plan illustrates that the sports lighting is contained within the target field and that the optic orientation and distribution and parking lights are significantly less than the City's maximum threshold of 3 footcandles at the property line. CITY ENGINEER REVIEW Attached is a copy of the City Engineer memorandum on their review of the Site Plan, PUD Amendment and Preliminary Plat, dated June 8, 2017. A copy of this memorandum and requests for plan modifications has been provided to the project engineer for inclusion in their final plan submittals for future development permits issued by the City. Additionally included is a copy of MnDOT review letter. App. No. 2017-004 PC 06/15/2017 Page 12 SIGNAGE REVIEW The sign standards for this commercial development include the following maximum allowances: Wall signage: a maximum of 15% of the wall area. Freestanding Signage: a maximum of 250 sf. and maximum sign height (above the 1St floor elevation of 32 feet. a second freestanding sign is allow in the event the business abuts two or more streets which are at least collector of arterial in character and if the abutment on each street exceeds 400 feet, one freestanding sign may be erected along each such street. The Topgolf signage plan complies with these standards. i WEST ELEVATION: 18712 SF. TOTAL SHIELD LOGO' 824.08 5F. TOTAL — 4S<y OF ELEVATION aIle FRONT ELEVATION SIGNAGE (824 SF.+98 SF. )/18,712 SQ. FT.=.049 5% TOTAL OF ELEVATION The TOPGOLF sign is 98 sf. sign area (a total of 912 sf. or 5% of total wall area. App. No. 2017-004 PC 06/15/2017 Page 13 FREE-5TA,%V h%4'Pn ay56A,AR CYT & SIDE ELEVATION a -u c r,r- r•m MONVMBVTS CW PLAN KEW $QiF=i,r-rW MON MENT 56N FROOM EIA 170V —1— 1 - The freestanding sign on 1-694 is located in the South west corner of the site. The sign has an area of approximately 110 sf. and a sign height of 42 feet (site elevation at the sign 937') compared to the main floor elevation at 953. The monument sign at the primary entrance on Camden Ave. has a sign area of approximately 90 sf. and a sign height of 9.5 feet. App. No. 2017-004 PC 06/15/2017 Page 14 1.70T�1►ta ►1_ �► FOR PUD: Staff recommends the Planning Commission adopt the attached Resolution No. 2017-04, which comprehends the approval of Planning Application No. 2017-004, which is the 3rd Amendment to the Regal Road Development Planned Unit Development of 1998, subject to the following conditions and allowances: 1) Developer is allowed to develop this Pad Site No. 1 and 3, as identified under the original Regal Road (Regal Theatre) Planned Unit Development of 1998, 1998 to allow the demolition of the existing 85,240 sf. Regal Theater and the redevelopment of a commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets. 2) Developer is allowed to consolidate Pad Sites No. 1 and 3 into a new plat to create a lot for the Topgolf Facility and a 1.62 acre commercial outlot for the interim use as a park and ride site. 3) City will require execution of an amended PUD agreement/Declaration of Easements and Covenants consistent with the approved site development plans submitted by Topgolf, USA Brooklyn Center LLC. 4) The commercial development plan submitted for approval under Planning Application No. 2017-004 (pursuant to City Zoning Code Section 35-230), shall be in substantial compliance with the approved development plan. Substantial compliance shall mean that buildings, parking areas and roads are in essentially the same location as previously approved; the floor area of nonresidential areas has not been increased or decreased by more than 5 percent; no building has been increased in the number of floors; open space has not been decreased or altered from its original design or use, and lot coverage of any individual building has not been increased or decreased by more than 10 percent. 5) If within 12 months following approval by the City Council of the development plan, no building permits have been obtained or, if within 12 months after the issuance of building permits no construction has commenced on the area approved for the PUD area, the City Council reserves the right to recall or cancel this development plan proposed for the subject property. 6) Any major amendment to the development plan may be approved by the City Council following the same notice and hearing procedures specified in this section. An amendment shall be considered major if it involves any change greater than that permitted by Subdivision 5d of this section. Changes which are determined by the App. No. 2017-004 PC 06/15/2017 Page 15 City Council to be minor may be made if approved by the Planning Commission after such notice and hearing as may be deemed appropriate by the Planning Commission. 7) After approval of the development plan and the plan approval required by Section 35 230, nothing shall be constructed on the site and no building permits shall be issued except in conformity with the approved plans. 8) Unless amended otherwise or under separate agreement, all existing provisions, standards and variations provided under the Regal Road Development Planned Unit Development of 1998, and any subsequent amendments, shall remain in effect. Staff further recommends, subject to the acceptance and approval of the PUD Amendment noted herein, that the Planning Commission adopt separate Resolution No. 2017-05, which comprehends the approval of Planning Application No, 2017-004, a commercial recreational/entertainment use consisting of a 65,000 square foot, three level facility with 102 hitting bays, a 50 table restaurant & lounge, a 3,000 square foot roof terrace, a 3,000 square foot event area and a 220 yard driving range with 11 outfield targets, subject to the following conditions: 1) Developer agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated June 8, 2017. 2) Final drainage and utility plans and specifications need to be received and approved by the City Engineer. 3) Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. A Storm water Pollution Prevention Plan (SWPPP) must be provided for review and approval. 4) The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 5) All landscaped areas, including street boulevards, shall include approved irrigation systems to facilitate site maintenance. 6) Any major changes or modifications made to this Site and Building Plan can only be made by amendment to the approved Site and Building Plan as approved by the City. 7) Developer must submit an as -built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as -built survey must App. No. 2017-004 PC 06/15/2017 Page 16 verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. RECOMMENDATION: Staff recommends the Planning Commission adopt the attached Resolution No. 2017-06, which comprehends the approval of Planning Application No. 2017-004, the Preliminary Plat of Regal Road Development 3`d ADDITION, subject to the following conditions: 1. All recommendations and conditions as noted in the City Engineer's review memorandum, dated June 8, 2017 shall be complied with or completed as part of any final plat approvals. 2. Any easements that need to be vacated under this platting process as determined by the City Engineer must be considered under separate and formal City easement vacation process, with all documentations, descriptions, and exhibits singed by a licensed surveyor. 3. The final plat shall be subject to review and final approvals by the City Engineer, prior to release by the City for recording purposes. 4. The final plat shall be subject to the provisions of Chapter 15 of the City Ordinances. 5. An updated certified abstract of title or registered property report must be provided to the City Attorney and City Engineer for review at the time of the final plat application (within 30 days of release of the final plat). Attachments City Council Resolution No. 1998-133 Ordinance No. 98-10 Declaration of Covenants and Restriction, Regal Road Development PUD City Council Resolution 2006-25, PUD amendment No. 2 & Pad Site No. 3 site plan approval City Engineer's report dated June 8, 2017 MnDOT review letter dated June 8, 2017 Traffic Study by Spack Consulting dated May 8, 2017 App. No. 2017-004 PC 06/15/2017 Page 17 its adoption: Member Debra Hilstrom introduced the following resolution and moved CITY COUNCIL RESOLUTION NO. 98-133 RESOLUTION REGARDING RECOMMENDING DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 98015 SUBMITTED BY CENTRES GROUP BROOKLYN CENTER, LTD. WHEREAS, Planning Commission Application No. 98015 submitted by Centres Group Brooklyn Center, LTD. proposes rezoning from C-2 (Commerce) to PUD/C-2 of 730,192 sq. ft. (16.76 acres) area of land that is bounded on the north by 66th Avenue and the Super America site; on the east by TH252; on the south by Interstate 694; and on the west by Camden Avenue; and WHEREAS, this proposal comprehends the rezoning of the above mentioned property and site and building plan approval for an 85,240 sq. ft., 4,592 seat, 20 screen theater on a proposed 13.09 acre site and the creation of two other sites, one that is 71,693 sq. ft. in area and the other 88,186 sq. ft. in area for future commercial development, most likely restaurant uses; and WHEREAS, the Planning Commission held a duly called public hearing on June 25, 1998, when a staff report and public testimony regarding the rezoning and site and building plan were received and the Planning Commission continued the public hearing and referred the application to the Northeast Neighborhood Advisory Group for review and comment; and WHEREAS, the Northeast Neighborhood Advisory Group met to consider this matter on July 7, 1998, at the City Hall and recommended approval of this planned unit development proposal; and WHEREAS, the Planning Commission resumed consideration of this matter on July 16, 1998, received an additional staff report and took further testimony during a continued public hearing; and WHEREAS, the Planning Commission recommended approval of Application No. 98015 by adopting Planning Commission Resolution No. 98-3 on July 16, 1998; and WHEREAS, the City Council considered Application No. 98015 at its July 27, 1998 meeting; and WHEREAS, the City Council considered the rezoning and site and building plan request in light of all testimony received, the guidelines for evaluating rezonings contained in Section 35-208 of the City's Zoning Ordinance, the provisions of the Planned Unit Development 1 City Council Resolution No. 98-133 ordinance contained in Section 35-355, the City's Comprehensive Plan, and the Planning Commission's recommendation contained in Planning Commission Resolution No. 98-3. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that Application No. 98015 submitted by Centres Group Brooklyn Center, LTD. be approved in light of the following considerations: 1. The rezoning and planned unit development proposal are compatible with the standards, purposes and intent of the Planned Unit Development section of the City's Zoning Ordinance. 2. The rezoning and planned unit development proposal will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on 'surrounding land. 3. The utilization of the property as proposed under the rezoning and planned unit development proposal will conform with City ordinance standards with the exception of the parking requirement for theaters which requires one parking space for every three seats within the theater complex. Variation from the Zoning Ordinance to allow a parking formula of one parking space for every four theater seats is justified on the basis of the development plan submitted and the operational differences on parking demand that a multiplex theater of this size has which allows the ability to stagger starting times within the theater complex to lessen or spread out the demand for parking over a greater period of time. The applicants have also provided a parking analysis that indicates national norms, local norms, parking generation, and local parking studies all conclude that the standard of one parking space for every four seats is a reasonable standard to apply to this proposed theater complex. 4. The rezoning and planned unit development proposal are considered compatible with the recommendations of the City's Comprehensive Plan for this area of the City. 5. The rezoning and planned unit development appear to be a good utilization of the property under consideration and the future potential uses of two adjacent properties for commercial restaurant sites is also a good long range use of the existing land and can be considered an asset to the community. 2 City Council Resolution No. 98-133 6. In light of the above considerations, it is believed that the guidelines for evaluating rezonings and contained in Section 35-208 of the City's Zoning Ordinance are met and that the proposal is, therefore, in the best interests of the community. BE IT FURTHER RESOLVED by the City Council of the City of Brooklyn Center to approve Application No. 98015 subject to the following conditions and considerations: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 2. Grading, drainage and utility plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. A site performance agreement and supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of building permits to assure completion of all approved site improvements. 4. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 5. The buildings are to be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 7. Plan approval is exclusive of all signery which is subject to Chapter 34 of the City Ordinances. 8. B612 curb and gutter shall be provided around all parking and driving areas. 9. The applicant shall submit an as -built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 10. The property owner shall enter into an easement agreement for maintenance and inspection of utility and storm drainage systems, prior to the issuance of permits. 11. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center standard specifications and details. City Council Resolution No. 98-133 12. Approval of this application is subject to the applicant complying with all of the requirements and regulations of the West Mississippi Watershed Management Commission with respect to this site. The storm drainage system shall be acceptable to the Watershed Management Commission and the applicant shall comply with any conditions imposed by that body prior to the issuance of building permits for this project. 13. Ponding areas required as part of the storm drainage plan shall be protected by approved easement. The easement document shall be executed and filed with Hennepin County prior to the issuance of building permits. 14. The applicant shall enter into a development agreement with the City of Brooklyn Center to be reviewed and approved by the City Attorney prior to the issuance of building permits. Said agreement shall acknowledge a parking ratio of one parking space for every four seats in the multiplex theater and shall acknowledge all conditions of approval and assure compliance with development plans submitted by the applicant. 15. The area identified on the site plan as "pad site 2" and "pad site 3" shall be seeded in a manner to allow appropriate maintenance of this property pending future development. Future development of this area is subject to amendment to this planned unit development. 16. The applicant has agreed and the City acknowledges that it will not allow the development of "pad site 2" and "pad site 3" as a fast food/convenience food restaurant, a gasoline service station/convenience store, car wash, pawn shop or check cashing operation and the development agreement will acknowledge this restriction or limitation on the future use of the property. 17. The construction and cost of all traffic control improvements related to 66th and Camden Avenues due to the project shall be the responsibility of the applicant including, but not limited to, traffic signal, median extension, traffic control structures, and any necessary right-of-way. This shall be acknowledged in the development agreement. 18. Vehicle access between the theater parcel and the proposed Lot 3, Block 1, Regal Road Development Addition and between the theater parcel and the Super America property is prohibited. The applicant shall provide a physical barrier, acceptable to the City, to prevent such cross access. An City Council Resolution No. 98-133 .Tule 27 1998 Date M or ATTEST: J10. City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Kathleen Carmodpnd upon vote being taken thereon, the following voted in favor thereof: Myrna Kragness, Kathleen Carmody, Debra Hilstrom, Kay Lasman, and Robert Peppe; and the following voted against the same: none, whereupon said resolution was declared duly passed and adopted. D CITY OF BROOKLYN CENTER Notice is hereby given that a public hearing will be held on the 24th day of August, 1998, at 7 p.m. or as soon thereafter as the matter may be heard at the City Hall, 6301 Shingle Creek Parkway, to consider an amendment to Chapter 35 of the City Ordinances Regarding the Zoning Classification of Certain Land. Auxiliary aids for persons with disabilities are available upon request at least 96 hours in advance. Please contact the City Clerk at 569-3300 to make arrangements. ORDINANCE NO. 98-10 AN ORDINANCE AMENDING CHAPTER 35 OF THE CITY ORDINANCES REGARDING THE ZONING CLASSIFICATION OF CERTAIN LAND (REGAL THEATER) THE CITY COUNCIL OF THE CITY OF BROOKLYN CENTER DOES ORDAIN AS FOLLOWS: Section 1. Chapter 35 of the City Ordinances of the City of Brooklyn Center is hereby amended in the following manner: Section 35-1190. COMMERCE DISTRICT (C2). The following properties are hereby established as being within the (C2) Commerce District zoning classification: Q}1T'Che west. Lot I. Block 1 SoerAmerica Addition. Section 35-1240. PLANNED UNIT DEVELOPMENT DISTRICT (PUD). The following properties are hereby established as being within a (PUD) Planned Unit Development District zoning classification: 4. The following properties are designated as PUD/C2 (Planned Unit Development/Commerce): Lot 1, Block 1, Metro Motors Addition Lots ] 2 and 3 Block 1, Regal Road Development Addition. Section 2. This ordinance shall become effective after adoption and upon thirty days following its legal publications and shall not be effective until the plat for the subdivision is executed by the City and recorded with Hennepin County. I� ORDINANCE NO. 98-10 Adopted this 14th day of September , 1998. ATTEST: ALI �._,,,,,,, City Clerk Date of Publication: September 30, 1998 Effective Date: October 30, 1998 (Strikeout indicates matter to be deleted, underline indicates new matter.) L Mayor TAXPAYER SERVICES TRANSFER ENTERED DECLARATION OF COVENANTS AND RESTMCTIONS DEPUTY U ECL CLARATION made this,6� day of 1 '060-0-14, 1999, by Centres Group Brooklyn Center Limited Partnership, a Florida limited partnership the general partner of which is Centres Group Brooklyn Center GP, Inc., a Florida corporation (hereinafter "Centres") and Crown Brawley L.L.C., a Minnesota limited liability company (hereinafter "Crown Brawley") (hereinafter collectively referred to as the "Declarants"); WHEREAS, Declarant Centras is the owner of the real property described as Lot 1, Block 1, Regal Road Development Addition, according to the recorded plat thereof on file or of record in Hennepin County, Minnesota, and Declarant Crown Brawley is the owner of real property described as Loth 2 and 3, Block 1, Regal Road Development Addition, according to the recorded plat thereof on file and of record in Hennepin County, Minnesota, (hereinafter collectively referred to as the "Subject Properties"); and - WHEREAS, the Subject Properties are subject to certain zoning and land use restrictions imposed by the city of Brooklyn Center, Minnesota (the "City") in connection with the rezoning of the Subject Properties from the zoning classification C-2 (Commerce) to PUDIC -2 as provided in City Resolution No. 98-133 adopted on July 27, 1998 to permit construction of a multiscreen movie theater with a parking ratio of one parking space for every four seats-, and WHEREAS, the City has approved such rezoning on the basis of the determination of the City Council of the City that such rezoning is acceptable only by reason.of the details of the development proposed and the unique land use characteristics of the proposed use of CU -160492 DR291-183 I approved; and WHEREAS, as a condition of Approval of the rezoning, the City has required the execution and filing of this Declaration of Covenants, Conditions and Restrictiow, (hereinafter the "Declaration'); and WHEREAS, to secure the benefits and advantages of such rezoning, Declarants desire to subject the Subject Properties to the terms hereof. NOW, THEREFORE, the Declarants declare that the Subject Properties are, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 1. The use and development of the Subject Properties -shall conform to the Site/Signage Plan attached as Attachment One, Grading Plan attached as Attachment Two, Utility Plan attached as Attachment Three, Landscape Plan attached as Attachment Four, Lighting Plan attached as Attachment Five and Building Elevations attached as -Attachment Six, all of which are made a part hereof. No buildings or structures other than those shown on Attachments One through Six may be erected or maintained on the Subject Properties. 2. The Subject Properties shall be limited to the following uses: a. The property legally described as Lot 1, Block 1, REGAL ROAD FOY50 _996TI04- M 21 dra-0101 KrIly-TIM nrv� M thereof, Hennepin County, Minnesota, shall be used only for a twenty screen movie theater of approximately 85,240 square feet with CLIA 60492 2 BR291-183 b. The property legally described as Lots 2 and Block, 1, REGAL buildings and graded in accordance with Attachment Two; a grass I said lots shall be put to no other use without first securing approval thereforin accordance with paragraph 3. 3. The Subject Properties may only be developed and used in accordance wift Paragraphs I and 2 of this Declaration unless the owner first secures approval by the City Council of an amendment to the planned unit development plan or a rezoning to a zoning classification which permits such other development and use. Owners of Lots 2 and 3, Block !vIWT= p qaom =.: ilp I unit development for said lots to allow. another use which is compatible with surrounding and nearby properties and consistent with the City's comprehensive plan and the public health, safety, and welfare; provided, however, that said lots may not be developed or used as a fast food or convenience food restaurant, gasoline service station', convenience store, car wash, pawn shop or check cashing operation. 4. Except as provided herein, use of the Subject Properties shall conform to th� regulations of the City applicable to the C-2 (Commerce) District. 5. The Declarants acknowledge that it is a condition of the zoning and land use approvalg that all buildings on the Subject Properties which- are not permitted by the approved planned unit development plan as shown on Attachments One through Six be CUA60492 3, BR291-193 razed and removed. With respect to the building presently located at 6351 Lilac Drive North on Lot 2, (the "Lot 2 Building), it is agreed that the building must be razed and removed by Crown Brawley on or before September 15, 1999 (the "outside Removal Date). For purposes of this paragraph 5, the Lot 2 Bulding shall be deemed razed and removed at such time as the structure and its foundation located within the boundaries of Lot 2 and all of the paved surface of Lot 2 except for the area of the emergency drive lane for access to the Melrose Gates Apartments have been demolished and. removed from the Subject Properties, Lot 2 has been graded and gresi seed or other suitable ground cover has been installed on Lot 2. In order to secure the obligation of Crown Brawley to raze and remove such building on or before the Outside Removal Date, Crown, Brawley herewith posts cash security with the City in the amount of 550,000 (the "Cash Security) which shall be held by City without interest to Crown Brawley to secure performance of Crown Brawley's obligations under this paragraph and to pay all liquidated damages and costs of the city in connection therewith. Crown Brawley is to Centres and to the City, their agents, contractors and subcontractors, an irrevocable license and right to go onto Lot 2 at any time following the Outside Removal Date without further notice to Crown Brawley, for the purpose of razing and removing the Lot 2 Building should Crown Brawley have failed to do so by the Outside perform said work. Crown Brawley specifically agrees that Centres and/or its subcontractors may act as the agents, contractors or subcontractors of the City for the purpose of razing and I removing the Lot 2 Building should the City elect to engage Centres for such purpose or Centres may act independently to raze and remove the Lot 2 Building, Centres specifically CU. -160492 4 BR291-183 agrees with the City that it will cause the razing and removal of the Lot 2 Building to be accomplished at a cost of $45,000 should the City request that it do so or if the City receives notice from Centres after the Outside Removal Date and fails to notify Centres within ten (10) days thereafter that the City will independently cause the Lot 2 Building to be razed and removed. Further, in the event the City is required to effect the removal of the Lot 2 Date or if Centres effects the removal as afons aid, then the Cash Security shall inure to the benefit of the City to defray all costs related in any way to the removal of the Lot 2 Building and all costs associated with enforcement of this agreement and if 6entres, has effected the removal the City shall pay Centres $45,000. In addition the Cash Security shall be used to pay liquidated damages to the City in the amount of Five Hundred Dollars ($500) per day for each day the Lot 2 Building is not. razed and removed as required in this paragraph commencing on the day after the Outside Removal Date until the Lot 2 Building is razed and removed. Any unused portion of the Cash Security shall be returned to Crown Brawley within thirty (30) days after the Lot 2 Building is razed and removed. The irrevocable license granted the City and Centres by Crown Brawley shall terminate and be of no further force or effect following the razing and removal of the Lot 2 Building., Centres agrees that no certificate of occupancy will be issued for buildings on Lot I until the buildings on the Subject Property are razed and removed, except that the removal of the Lot 2 Building will not be a condition if the City has advised Centres not to remove same and has Wed to timely remove same independent of Centres. 6. A physical barrier, the design of which shall first be approved by the City CLL -160492 5 BR291-193 Engineer, shall be created and maintained by Centres to prevent vehicular access from Lot I to Lot 3, all of Block 1, REGAL ROAD DEVELOPMENT ADDITION and from Lot 1,, REGAL ROAD DEVELOPMENT ADDITION to the property located north of Lot I and east of Lot 3, being the property occupied by a SuperAmerica store. 7. Access shad be preserved and maintained over Lot 2, Block 1, REGAL NORDLING WELTER ADDITION, according to the recorded plat thereof on file or of record in Hennepin County, Minnesota. 8. The obligations and restrictions of this Declaration run with the land of the Subject Properties and shall be enforceable against the Declarants, their successors and assigns, by the City acting through its City Council. This Declaration may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. representatives of Declarants have hereunto set their hands and seals as of the day and year first above written. T "ETT partnership the general partner of which is (SEAL) CL A60492 6 BR291-183 STATE OF MJN�� ) COUNTY OF}EM ) The foregoing msqqnent was acknowledged before me this /--:�jOLA-day of 1999, by jStta&-eW v7;Er0 6Ag=4- , the. ��---,e.�sr for and on behalf of Centres Group Brooklyn Center Limited Partnership, a Florida limited partnership the general partner of which is CENTRES GROUP BROOKLYN CENTER GP, INC., A""� Florida corporation. ,.---� '-4 Public A� ONELIA aAFFNEY ° cowN�aoN Nw.Q � caeooa:s �kQ off' nvWAR. CUL-160492 13MI.183 am STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPW ) CROWN BRAWLEY L.L.C., a Minnesota firnited liability company The foregoing instrument was acknowledged before me this 51—L day of 1999, by _ UP -m- DAT. the r kj Crown Brawley L.L.C., a Minnesota limited liability comp far and on behalf of WAAAAAAAAAAAAAAA&%%k&AANN&&&%%AA&Q 10MARC L KRUGER -- A. -�- 0TWPUBUC-MIMOTA Notary Nblic MY Cma ExAm Jan. 31.2=1' T "TtITITSTRIFTEM7 70-1773-77-' =1167. Kennedy & Graven, Chartered 470 Pillsbury Center 200 South Sixth Street Minneapolis MN 55402 (612)337-9300 CLT. -160492 DR29L-183 r- •we.mov.. i' A T E • n�n..wow..o. a o... H 9 n O z n H I G H W A Y N o. 2 5 2 L e rt;entru Group Brooklyn Cmttr. LTD. w H S T A T E H I G H W A Y N 0. 2 5 2 . �K�P.vaP��q.o e�w e�a.ro�,��eP� ��c.a~wa,.r u.P 1L ®ba KeR�iauR G Nwuvw w KN.a ow..c i awe®✓N.nesNm wR«werna�iyaN' mrD Y.aoal6u,Na Raam aw[w x ar.+woa.wu meR.wuara •�m'+aaoRww.a"'.R�cm�o.e"i..0 n�ua ear.tauver �*onav 9 •MRPOR.u.K �t.e.R wwa0H4m � •�a m.wa�P RRP.Ke o-.Pomrrwa® 'e4w.e�m.a.R"w. wm,.�w"R.u':.."1OB's •.�'^w"'O1 a. a.a n �� �Wis OI,(I�wa wwR,Wm..,,.NNA ^~• .Pe603A, Now CNc ,�.yy� .�R�NK PVp.1R.ap •� wa�OK w. �'� ffiw �-"�� .�Yfi10®INN Ia � „!i•- • Yef 40,aw0.aNN, w.R wri9 bllM PS Nt fr NSNt�� wP�Ma.tli�iN.�R,R wRa 8. RYR.PAI w+wm.wNrcNnmc.r- --. Tvfw1 NS�it�m1 ---- �.` a Uroup HrooklYn Center, LTD. aa.t , r • • = — a tmR raj l�l..auQ a-r=P Jurookagn Cantor, LTD. S T A T E H I G H W A Y�+�"`"® ,Y.7:&t�S •• '��'•- o�r`r��oe�w',�� a ... r • I C.ME E `aS 1i7. n .,..`Q` Z,ro K �} ae0pl•Inr rwua. 9 errs- �+1. .�l • � n ._.r ` ''�_� _ •..•fir a. s a..a rm. �. : `; S• v".. �.:7 � .�:. 7� ^3Lr&",ouEtl •rtt�owrr.° •�r�•p�"�mmr. mn+. w"��vis.�.r.`em oiauon"^ k nm Or �n�r� m•••uamr.Reo,n,m r..ue.m.n vm•m[•eutM��jrwmee�u�����.n KTMw xNo�amybieo"�Riv a�wv wmf vC tiutlnv r, Muvrrp a�, m,nro YLn�{br 4LAimllq,ayq ra �t.e.'0r�m•eus•rtn�mmm+wu��mSewi oaomKiva. � m•4 rs•Rmnb ra Rrewvmms � �•••s m.•ns,t won u, rmsvr �•m m �ir`ond `u�i�ew°n.�i w�•••Amv6.mwrMwui tcia �� � vsw wm Y•l•CMtl mmtvnvmaK'•oOv �.R�igyvu�w �vwvR •Yao4rNMamm•••v ms®p�.v �K�r••M •Kavwatw svO.vewzKnnm•v Ya+L mratl f�••�ri MTM• . �[ •gY•pa.M wrRLLC,aRnwmO®mm,ogc�^.r ¢wYs1�OaRa,i�ivilmovgr �r �t � •Mt miv,lM m¢rana�mu.w.viSR vma.¢u.RW,a waomn Sfp•[II•O�Pi mkLrC�lO•tm e,vq ri •m�m®Im n,•rnRtaayp ne wb,mp,• g � say."wm¢'n+ 'wi�wra 9-4 m'�: n _wounw, c.ra �.wramr�r."�irvw �` •�mmm rv.m.a�i°O°`oa�`•".n"`onmp •M �ro—•— •a®mmrrwrw anavmr.mons §�.+. •� Y • m�Mw rm�n .na"'j„�� m"c°'^'wrww -- „ yM,( ��•��d mYT �'M�a CL2 �i� � Mr•MYM _ r _ v p r • • = — a tmR raj l�l..auQ a-r=P Jurookagn Cantor, LTD. Member Kay Lasman introduced the following resolution and moved its adoption: RESOLUTION NO. 2006-25 RESOLUTION REGARDING DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2006-001 SUBMITTED BY SP BROOKLYN CENTER, LLC. WHEREAS, City Council Resolution No. 98-133 adopted on July 27, 1998 approved a rezoning from C-2 (Commerce) to PUD/C-2 of a 16.76 acre site bounded on the north by 66th Avenue and the SuperAmerica property; on the east by T. H. 252; on the south by Interstate 694; and on the west by Camden Avenue North; and WHEREAS, said Planned Unit Development (PUD) included approval for developing an 85,240 sq. ft., 4,592 seat, 20 screen theatre on a proposed 13.09 acre site and the creation of two other sites, referred to as "pad site 2" and "pad site 3" for future commercial development; and WHEREAS, Condition No. 15 of City Council Resolution No. 98-133 requires the future development of pad site 2 and pad site 3 to be subject to an amendment to the Planned Unit Development and Condition No. 16 of said resolution prohibits the development of pad site 2 and pad site 3 as a fast food/convenience food restaurant, a gasoline service station/convenience store, car wash, pawn shop or check cashing operation; and WHEREAS, Planning Commission Application No. 2006-001 consisting of a PUD amendment to allow construction of a 10,000 sq. ft. multi tenant retail building at the southeast corner of 66th and Camden Avenues North (pad site 2) has been submitted by S P Brooklyn Center, LLC; and WHEREAS, the Planning Commission held a duly called public hearing on February 16, 2006, when a staff report and public testimony regarding the Planned Unit Development were received; WHEREAS, the Planning Commission recommended approval of Planning Commission Application No. 2006-001 by adopting Planning Commission Resolution No. 2006- 01 on February 16, 2006; and WHEREAS, the City Council considered Planning Commission Application No. 2006-01 at their February 27, 2006 meeting; and RESOLUTION NO. 2006-25 WHEREAS, the City Council has considered this Planned Unit Development Amendment request in light of all testimony received, the guidelines for evaluating rezonings contained in Section 35-208 of the City's Zoning Ordinance, the provisions of the Planned Unit Development Ordinance in Section 35-355 of the City's Zoning Ordinance, the City's Comprehensive Plan, City Council Resolution No. 98-133 and the Planning Commission's recommendation. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that Application No. 2006-001 submitted by S P Brooklyn Center, LLC be approved based upon the following considerations: 1. The Planned Unit Development Amendment is compatible with the standards, purposes and intent of the Planned Unit Development section of the City's Zoning Ordinance. 2. The Planned Unit Development Amendment will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land. 3. The utilization of the property as proposed under the Planned Unit Development is considered a reasonable use of the property and will conform with City Ordinance standards for the C-2 underlying zoning district. 4. The Planned Unit development proposal is considered compatible with the recommendations of the City's Comprehensive Plan for this area of the City. 5. The Planned Unit Development appears to be a good long range use of the existing land and can be considered an asset to the community. 6. In light of the above considerations, it is believed that the guidelines for evaluating rezonings as contained in Section 35-208 of the City's Zoning Ordinance are met and that the proposal is, therefore, in the best interest of the community. BE IT FURTHER RESOLVED by the City Council of the City of Brooklyn Center that Application No. 2006-001 be approved subject to the following conditions and considerations: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. RESOLUTION NO. 2006-25 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance or permits. 3. A site performance agreement and supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assure completion of all required site improvements. 4. B-612 curb and gutter shall be provided around all parking and driving areas. 5. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 6. The building shall be equipped with an automatic fire extinguishing system to meet NFPA standards and shall be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 7. Underground irrigation shall be installed in all landscaped areas to facilitate site maintenance. 8. Plan approval is exclusive of all signery which is subject to Chapter 34 of the City Ordinances. 9. An as built survey of the property, improvements and utility service lines shall be submitted to the City Engineer prior to the release of the performance guarantee. 10. The landscape plan shall be modified prior to the issuance of building permits for this project to comply with the landscape point system used for evaluating landscape plans. The landscape plan shall provide a minimum of 102 landscape points. 11. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center Standard Specifications and Details. 12. The applicant shall obtain an NPDES permit from the Minnesota Pollution Control Agency and provide adequate erosion control as approved by the City Engineering Department and prior to disturbing the site. RESOLUTION NO. 2006-25 13. The applicant shall enter into a PUD agreement with the City of Brooklyn Center to be reviewed and approved by the City Attorney prior to the issuance of building permits. Said agreements shall acknowledge the Planned Unit Development Amendment and be filed with the title to the property prior to the issuance of building permits for this development. This agreement shall further assure compliance with the development plans submitted with this application. 14. No part of the property being considered for development under this proposal shall at any time be used as a fast food/convenience food restaurant, a gasoline service station/convenience store, car wash, pawn shop or check cashing operation and the development agreement will acknowledge this restriction or limitation on the future use of the property. 15. The applicant shall provide an appropriate directional sign, or signs, to prohibit south bound traffic between the building and the easterly angled parking area. 16. The applicant shall provide a street and sidewalk easement in a form and manner approved by the City Engineer for portions of Camden and 66t1h Avenues that currently encroach into the proposed site. February 27 2006 Date Ma r 111J�W,4�1� ATTEST: City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Kathleen Carmody and upon vote being taken thereon, the following voted in favor thereof: Myrna Kragness, Kathleen Carmody, Kay Lasman, Diane Niesen, and Mary O'Connor; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. FkTAIIKN' 1M V DATE: June 8, 2017 TO: Angel Smith, Intern Planning and Zoning Specialist FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Preliminary Site Plan, PUD Amendment and Preliminary Plat Review - Top Golf Public Works staff reviewed the following documents submitted for review for the proposed Top Golf: Preliminary Plans dated May 15, 2017 Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of Land Alteration permit. Title Sheet 1. No comments. Cl -1 — Existing Conditions Plan 2. Missing. C1-2 —Removals Plan 3. Remove existing utilities vs. abandoning utilities. 4. Work to remove and relocate private utilities under the golf outfields within the easement. C2-1— Site Plan 5. Show proper dimensioning of drive aisles, parking stalls, curve radii and other typical site plan dimensioning. 6. The Camden Avenue cul-de-sac shall be constructed to City of Brooklyn Center (City) standards. Roadway plans shall include alignment, typical section and profile. 7. Show heavy duty pavement areas vs. light duty pavement areas. 8. Call out for City driveway aprons. C3 — Grading Plan 9. No comments. C3-3 3-4 3-5 — Storm Water Pollution Prevention Plan 10. No comments. C4-1 — Utifily Plan 11. Plans shall have detailed utility plans. 12. Exhibits showing details of poles near City utilities. C6.1 - Preliminary Plat 13. Need working copy of the preliminary plat to show all vacated easements, proposed easements, existing and proposed utilities and provide all easement documents for the City for review. Top Golf Site Plan Review Memo, June 8, 2017 14. Legal descriptions and easement vacation documents must be obtained for all existing easements. Existing public easements as determined by the City must be vacated, and proposed easements must be dedicated as part of the preliminary and final platting process. The formal vacation document must contain an easement vacation description and depiction exhibit signed by a professional surveyor. 15. An updated certified abstract of title or registered property report must be provided to the City Engineer and City Attorney for review at the time of the preliminary plat application (within 30 days of preliminary plat application). Additionally, this will need to stay current and be updated through the approval process as required to maintain and be current within 30 days of the release of final plat. 16. A 10 -ft drainage and utility easement must be dedicated on the plat around the entire perimeter of the site. 17. The applicant is responsible for coordinating site development plans with Xcel Energy, CenterPoint Energy, Qwest Communications and other private utility companies. Any further easements necessary to provide utility service to the proposed site development shall be dedicated to the public for public use with the final plat. 18. Private site appurtenances (e.g. light poles, signs, etc.) must not encroach on public easement areas. For appurtenances that provide adequate setback and will not have any direct impact on the public elements, within the easement area as allowed and approved by the City, will require an Encroachment Agreement. Encroachment Agreement shall have very specific details and plans pertaining to the encroachment. C8-1, 8-2, 8-3 — Detail Sheets 19. All work performed and materials used for construction of utilities must conform to the City standard specifications and details. The City's standard details must be included in the plan. 20. Update to use current City plates. C8-4 — Ton Golf Details 21. No comments. Miscellaneous 22. See redlines for additional Site Plan comments. 23. Provide irrigation plan. 24. Provide detailed plans/cross sections showing net poles in relation to public utilities in the easement located in playing outfield along with private utilities in the easement. 25. Provide detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks demonstrating specific and actual routes. 26. Applicant should address the recommendations of the traffic study, conducted by Spack Consulting dated May 8, 2017. Top Golf Site Plan Review Memo, June 8, 2017 27. Upon project completion the applicant must submit an as -built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as -built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 28. Inspection for the private site improvements must be performed by the developer's design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as -built drawings (which are separate from the as -built survey). 29. The total disturbed area exceeds one acre, an NPDES permit is required. In addition, the total disturbed area is more than five acres; applicant must submit plans to the Shingle Creek Watershed Commission for project review. Applicant must meet requirements from the watershed's review. 30. The City has submitted the plans to Minnesota Department of Transportation (Mn/DOT) for review. Applicant must meet requirements from the Mn/DOT review. 31. Applicant must apply for a Land Disturbance permit. 32. A Cross Access Agreement is required with the City. 33. Utility Facilities Easement Agreement is required. Prior to Issuance of a Land Alteration 34. Public improvements are required as part of the approval of this project. The development agreement must include provisions by the applicant to develop, design and construct all public roadway, streetscape and utility improvements on site and as required, all subject to the requirements and approval of the City. The following must also be submitted for City staff review and approval: • Qualifications of the design engineer must be presented to and approved by the City Engineer. Final plans must be approved by the City Engineer and other jurisdictional authorities as required. • A signed agreement with the City to guarantee that the developer will complete all public improvements to meet all City requirements. • A letter of credit or cash escrow in the amount of 125 percent of a bid cost or 150 percent of an estimated cost of the improvements. • Inspection of the public improvements must be performed by a certified inspector. • The City will only reduce or release the letter of credit or cash escrow for the public improvements upon receipt of as -built drawings and a letter certifying that the streets and utilities have been completed according to the plans approved by the City. Top Golf Site Plan Review Memo, June 8, 2017 • Upon project completion, the design/project engineer must provide a final topography as - built survey, as -built record drawings of all public improvements and formally certify through a letter that the project was built in conformance with the approved plans. Inspection of the public improvements must be performed by a certified inspector or under the design/project engineer's immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as -built drawings as determined by the City Engineer. 35. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The inial plan must comply with the approved preliminary plan and/or as amended, as required by the City Engineer. 36. A letter of credit or a cash escrow in the amount of 100 percent of the estimated cost as determined by City staff shall be deposited with the City. 37. During construction of the site improvements and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering inspection efforts. Please submit a deposit of $2,500 that the City can draw upon on a monthly basis. 38. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. A separate $5,000 deposit will be required as part of the non-compliance provision. Anticipated Permitting 39. A City Land Disturbance permit is required. 40. Watershed plan review is required. 41. A MPCA NPDES permit is required. 42. Other permits not listed may be required and is the responsibility of the developer to obtain and warrant. 43. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 44. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined by the City. DATE: June 8, 2017 TO: Angel Smith, Intern Planning and Zoning Specialist FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Preliminary Site Plan, PUD Amendment and Preliminary Plat Review - Top Golf Public Works staff reviewed the following documents submitted for review for the proposed Top Golf: Preliminary Plans dated May 15, 2017 Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of Land Alteration permit. Title Sheet 1. No comments. C1-1 — Existing Conditions Plan 2. Missing. C1-2 —Removals Plan 3. Remove existing utilities vs. abandoning utilities. 4. Work to remove and relocate private utilities under the golf outfields within the easement. C2-1 — Site Plan 5. Show proper dimensioning of drive aisles, parking stalls, curve radii and other typical site plan dimensioning. 6. The Camden Avenue cul-de-sac shall be constructed to City of Brooklyn Center (City) standards. Roadway plans shall include alignment, typical section and profile. 7. Show heavy duty pavement areas vs. light duty pavement areas. 8. Call out for City driveway aprons. C3 — Grading Plan 9. No comments. C3-3 3-4 3-5 — Storm Water Pollution Prevention Plan 10. No comments. C4-1— Utility Plan 11. Plans shall have detailed utility plans. 12. Exhibits showing details of poles near City utilities. C6.1 - Preliminary- Plat 13. Need working copy of the preliminary plat to show all vacated easements, proposed easements, existing and proposed utilities and provide all easement documents for the City for review. Top Golf Site Plan Review Memo, June 8, 2017 14. Legal descriptions and easement vacation documents must be obtained for all existing easements. Existing public easements as determined by the City must be vacated, and proposed easements must be dedicated as part of the preliminary and final platting process. The formal vacation document must contain an easement vacation description and depiction exhibit signed by a professional surveyor. 15. An updated certified abstract of title or registered property report must be provided to the City Engineer and City Attorney for review at the time of the preliminary plat application (within 30 days of preliminary plat application). Additionally, this will need to stay current and be updated through the approval process as required to maintain and be current within 30 days of the release of final plat. 16. A 10 -ft drainage and utility easement must be dedicated on the plat around the entire perimeter of the site. 17. The applicant is responsible for coordinating site development plans with Xcel Energy, CenterPoint Energy, Qwest Communications and other private utility companies. Any further easements necessary to provide utility service to the proposed site development shall be dedicated to the public for public use with the final plat. 18. Private site appurtenances (e.g. light poles, signs, etc.) must not encroach on public easement areas. For appurtenances that provide adequate setback and will not have any direct impact on the public elements, within the easement area as allowed and approved by the City, will require an Encroachment Agreement. Encroachment Agreement shall have very specific details and plans pertaining to the encroachment. C8-1, 8-2.8-3 — Detail Sheets 19. All work performed and materials used for construction of utilities must conform to the City standard specifications and details. The City's standard details must be included in the plan. 20. Update to use current City plates. C84 — Top Golf Details 21. No comments. Miscellaneous 22. See redlines for additional Site Plan comments. 23. Provide irrigation plan. 24. Provide detailed plans/cross sections showing net poles in relation to public utilities in the easement located in playing outfield along with private utilities in the easement. 25. Provide detailed vehicle turning and tracking movement diagrams for delivery vehicles and garbage trucks demonstrating specific and actual routes. 26. Applicant should address the recommendations of the traffic study, conducted by Spack Consulting dated May 8, 2017. Top Golf Site Plan Review Memo, June 8, 2017 27. Upon project completion the applicant must submit an as -built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as -built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 28. Inspection for the private site improvements must be performed by the developer's design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as -built drawings (which are separate from the as -built survey). 29. The total disturbed area exceeds one acre, an NPDES permit is required. In addition, the total disturbed area is more than five acres; applicant must submit plans to the Shingle Creek Watershed Commission for project review. Applicant must meet requirements from the watershed's review. 30. The City has submitted the plans to Minnesota Department of Transportation (Mn/DOT) for review. Applicant must meet requirements from the Mn/DOT review. 31. Applicant must apply for a Land Disturbance permit. 32. A Cross Access Agreement is required with the City. 33. Utility Facilities Easement Agreement is required. Prior to Issuance of a Land Alteration 34. Public improvements are required as part of the approval of this project. The development agreement must include provisions by the applicant to develop, design and construct all public roadway, streetscape and utility improvements on site and as required, all subject to the requirements and approval of the City. The following must also be submitted for City staff review and approval: • Qualifications of the design engineer must be presented to and approved by the City Engineer. Final plans must be approved by the City Engineer and other jurisdictional authorities as required. • A signed agreement with the City to guarantee that the developer will complete all public improvements to meet all City requirements. • A letter of credit or cash escrow in the amount of 125 percent of a bid cost or 150 percent of an estimated cost of the improvements. • Inspection of the public improvements must be performed by a certified inspector. • The City will only reduce or release the letter of credit or cash escrow for the public improvements upon receipt of as -built drawings and a letter certifying that the streets and utilities have been completed according to the plans approved by the City. Top Golf Site Plan Review Memo, June 8, 2017 • Upon project completion, the design/project engineer must provide a final topography as - built survey, as -built record drawings of all public improvements and formally certify through a letter that the project was built in conformance with the approved plans. Inspection of the public improvements must be performed by a certified inspector or under the design/project engineer's immediate and direct supervision. The engineer must be certified in the State of Minnesota and must certify all required as -built drawings as determined by the City Engineer. 35. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended, as required by the City Engineer. 36. A letter of credit or a cash escrow in the amount of 100 percent of the estimated cost as determined by City staff shall be deposited with the City. 37. During construction of the site improvements and until the permanent turf and plantings are established, the developer will be required to reimburse the City for the administration and engineering inspection efforts. Please submit a deposit of $2,500 that the City can draw upon on a monthly basis. 38. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. A separate $5,000 deposit will be required as part of the non-compliance provision. Anticipated Permitting 39. A City Land Disturbance permit is required. 40. Watershed plan review is required. 41. A MPCA NPDES permit is required. 42. Other permits not listed may be required and is the responsibility of the developer to obtain and warrant. 43. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 44. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined by the City. N zu;W� RRhE 1i- y_ j 9 z z 1 �To 3 W � p.o U z o F 001 �� of hg OWf5�a 9- � F� [��Nce WEE s hya�w �': z gS� N O xur p> z Z s f r z i s E ,YF,=�O u Z 'I Fail �E 8 Z73� aOU '� 5 p �m < Cu�� z8� pHA ��^3 5: ��Sm� �"Z` g.®:o,.E.., 4x � v �F PC i -, w Z Otc w Z Ow F— U Z J O O ce W LU ce N Q Q ce Z 0 � Q z¢ce0 -10�CL a Z Q Q w liR�a J w w CL Q 0 CL u TV��O 9 z z 1 �To 5 w Y r W � p.o Zui o z o F 'oW of Noy 9- � o O z gS� N O xur p> z Z s f r z i s E ,YF,=�O u Z 'I Fail �E 8 Z73� z s o�=W�= '� 5 p �m < Cu�� z8� pHA ��^3 5: ��Sm� �"Z` G� v�mHC M u�%'vOi 5�� 90-1 2 Eoo���9i� C.OE<y<�ySr+ 2z u p .fin tJ��z�SZ��iu �z MIME �j�p��� � G � � 0050 33 o�Ii ���ii �gg d� uu uOOOOO s u u 3�Su�-.oe3 � 2 N ?a3s 3 oo �o'aaaaa�a p :a �= u TV��O 9 z z 1 �To 5 w Y r u�ip m^ hd=c p.o Zui o z o F 'oW of u TV��O 9 uom � z G R7 �- y Noy 9- � o O z gS� N O xur p> z Z s f r z i s E ,YF,=�O u Z 'I Fail �E 8 Z73� z s o�=W�= '� 5 p �m < Cu�� z8� pHA ��^3 5: ��Sm� �"Z` G� v�mHC M u�%'vOi 5�� z Oz TV��O 9 uom � G R7 �- y Z G 9- � oz<fsi c O Izp�ppz� �i �e�h3 'I Fail gglz �6EE3%F� ei�i0 & 4� �9 gz e5 �•Y ma'= n.� tu, L E=- vi -IJ- .ate E -�� by-s� k�' S ._E °•� �h'�y x =' w'7$E�' 2E 5 U ME P yr= .' '��� `e 5r� ��fr��C E t_ V) �1�=GE K U Hip c J` J 7 6 z �< i In J � 3 M8. 16 64 ei• Z �? d a eta 9ZS 12-9 1 o� 91 ----------- -3 -- d 'zUZ J` J 7 6 z �< i In s _ cf, g�o�ao 'a—f- M8. 16 64 ei• Z �? d a eta 9ZS 12-9 1 o� 91 ----------- -3 -- d 'zUZ U g2c,�o 9a L�s s 3 A `9 G _ PP a o O cgs€ EF � y3 L7IL • .i�''e7�a _ 6 � � J�34-' • _ Hill[ • g .�,5' 9t85a oE.0 ud'du.; .^.uu,; �Buc;,. • ON r_ r g t tl ills SAF=_ E C 00. _ I 5 r I 7 — — --- � ISI _ I II I gFu gz:4o Ro� r I k IIT, �s oR G1je Hui �� I- I � z ]S pp g rFro • !C'!f' X I fi6E 3� F — — --- � ISI _ I II I gFu gz:4o Ro� =�£� I , u =` _ O gullo 3W =_ I 's a llg. I S�PgE �ee ! 1.Z C dim °:5 aa�£u o sss I , =` r $ ry�5 a i I I 's a llg. I a ®baa 6�lz J tt ar ] 3 kgs4 o. eG° 4 a ®baa 6�lz 4 , tt ] 3 kgs4 o. eG° 01 38114 m o "s s a._ ®fs= �p X11: � ]aC9 'WENall 1 RE ;;HWy�cgSE lull III I i lC C & -111 �z 111111111 11111 Im I I 'I 7 f I: j ;i 77i I 3-•�� �sGY_ �f _ 1 j 1 Vii i I C C z: mh �. I I I f z�� 7t® IL 7 z g Zee c z sad m o "s s a._ ®fs= �p X11: � ]aC9 'WENall 1 ;;HWy�cgSE I i lC C & �z I I 'I 7 f I: j ;i 77i I 3-•�� �sGY_ �f _ 1 j 1 Vii i I C C z: mh �. I I I f z�� 7t® IL 7 z g Zee c z sad " xvu �rn�+ uc�6w�lnTrlmaw/TwM�swnan wa Ssz :cl x zo ,•y? 5i 1. oce f�.. Vdd 4058 EG�.7 V". t`�. C'�.����.,� ti m i J{w a n s 'y. f L � os ' "�%l •i�yd / :cl x zo ,•y? 5i 1. oce f�.. Vdd 4058 EG�.7 V". t`�. C'�.����.,� T !�---- ti m i J{w M "AA" g 8 8' a9 l90. i. SR � v�t^Y71, I "�%l •i�yd / �z I� I •- � S x gaas i •`` k? 1E 9 s 5 cd8 • �y� Iwzl I� i �I I� - w rl•1 I I I as I YI rI r T !�---- f ai i J{w i --�-- psi i. SR � 1I I r I � �z _I 1 I •- � S x gaas i I I k? 1E 9 s 5 cd8 I - w Y I I I I I YI I r r= I I i saw ----------- T !�---- f ai i J{w --�-- i. SR � 1I ��'ywa Srga 3 �z i� aa a °I ji2`!4iN °as wernR� , ' na 3d 54K» eg�gS x gaas i � �Cip"i� e£ uo k? 1E 9 s 5 cd8 w I ✓L' I I a � I YI r= saw 1 / I � I f ai i J{w - �i'o i. SR � ��'ywa Srga 3 �z S aa a °I ji2`!4iN °as wernR� , ' na 3d 54K» eg�gS x gaas i � �Cip"i� e£ uo k? 1E 9 s 5 cd8 si pp , - �i'o i. SR � ��'ywa Srga gigo gig Wa " C� q•� �'n�We p`� S a °I ji2`!4iN °as wernR� , ' na 3d 54K» eg�gS x gaas i � �Cip"i� e£ uo k? 1E 9 s 5 cd8 Angel Smith From: Sent: To: Cc: Subject: Attachments: See attached MN Dot review Andrew Hogg Friday, June 9, 2017 3:12 PM 'Clark Lohr' Gary Eitel; Angel Smith FW: P17-033 Top Golf P17-033 Top Golf.pdf From: Scheffing, Karen (DOT)[mailto:karen.scheffina(�)state.mn.us] Sent: Friday, June 9, 2017 2:58 PM To: Andrew Hogg Cc: Sherman, Tod (DOT); Muhic, P Cameron (DOT); Kelly, Brian (DOT); Craig, E (DOT); Lackey, Clare (DOT); Erickson, Chad (DOT); Jacobson, Nancy (DOT); Hoberg, Christian (DOT); Nelson, Douglas (DOT); Yankee, Jim (DOT) Subject: RE: P17-033 Top Golf Andrew Attached is MnDOT's review letter for the proposed Top Golf Development. Please contact me if you have any questions Thanks Karen June 8, 2017 Andrew Hogg Assistant City Engineer City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 SUBJECT: Top Golf MnDOT Review P 17-033 NW Quad I-94/694 and MN 252 Brooklyn Center, Hennepin County Control Section 2748 Dear Mr. Hogg, Metropolitan District 1500 County Road B2 West Roseville, MN 55113 The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Right of ivgv (RITV) Show the access control on the east property line as shown on the attached map. For questions regarding this comment please contact Doug Nelson at 651-234-7583 or doualas.nelsoiin.state.mn.ris. Design: The cul-de-sac appears to be partly on I-694 right of way. Revise the plans to show the cul-de-sac off of I-694 right of way. For questions on design comments, please contact Nancy Jacobson (Nancy.L.Jacobson cistate.aan€7.us or 651-234- 7647) in MnDOT's Design section. Water Resources: The site is proposed to drain to an existing pond adjacent to the west right of way line of MN 252. An accurate high water level (HWL) and freeboard above HWL to the lone elevation of overflow to MN 252 is important and needs to be provided. The HydroCAD modeling provided needs to be revised to show the submerged outlet as a vertical orifice together with the overflow grate as a horizontal orifice both as primary flow connected to the 18" outlet pipe rather than routing overflow grate flow as secondary flow to accurately determine HWL. If there is less than 1' of freeboard above 100 -yr HWL, then re -grading of the pond and/or a revised outlet may be appropriate. The current model shows 100 -yr HWL as 832.24' in contrast with the MN 252 CB rim elevation of 832.10'. Ownership and maintenance responsibility for this existing pond should be clarified. For questions on these comments, please contact Bruce Irish (bruce.irish @bstate,nui.us or 651-234-7534) in MnDOT's Water Resources section. Permits: Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at Lit www_dot.state_i 'I Is/I d itv/. An equal opportunity employer Please include one plan set formatted to 11 x 17 size with each permit application. PIease direct any questions regarding permit requirements to Buck Craig (651-234-7911 or buck.craig(c7)state.mn.us) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf. version of the plans. MnDOT can accept the plans via e-mail at iaretrodevreviews.dot(tistate,niir.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Pians can also be submitted to MnDOT's External FTP Site. Please send files to; ftp ://ftp2.dot.statpjrpj tjs/j)t iiigpM �r /MetLQA1atcrs} dge/Plairn.__. iiig Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metradevreviews.dot T!,state.rrnr.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please contact me at (651) 234-7784. Sincerely, Karen Scheffrng Principal Planner Copy sent via E -Mail: Aaron Tag, Area Engineer Bruce Irish, Water Resources Nick Olson, Water Resources Nancy Jacobson, Design Buck Craig, Permits Doug Nelson, Right -of -Way Chad Erickson, Traffic Engineering Mark Larson, Hennepin County Surveys Russ Owen, Metropolitan Council R. 0 pirM "3ry'yfi�iz� az Rz w k nnn i%i 3�"z a3 ij{ F PS- f 13[ :2' >t 9 � �g 54 a4a Y �4 40 � 9q 'h ii{ Fz ro �o T » v B1 V1 = q� ro Q ~b f � �� ro n ,v pirM "3ry'yfi�iz� az Rz w k nnn i%i 3�"z a3 ij{ F PS- f 13[ :2' 'h - I tw x u r- —-_-�- / ueaba9[E sat>a �, i , x---->• lzau7 I �1v1 -- 1 ol 1 pirM "3ry'yfi�iz� az Rz w k nnn i%i 3�"z a3 ij{ F PS- f 13[ :2' !i 1 Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2 -year, 10 -year and 100 -year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPS WMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2 -year, 10 -year and 100 -year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPGA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Requirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum. recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., I "=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be. readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. In addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPS WMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per NRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating To include: using the "Lag/CN" method to determine peals runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceedingl00 feet. Conversely, pre -project To shall not be underestimated to offset post project increases in peak discharge. • Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100 -year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100 -year HWL. • Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100 -year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 • Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc, shall be clearly labeled on the pre and post project watershed maps. • Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background trap, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system pians and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control treasures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2 -year, 10 -year and 100 -year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50 -year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10 -year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100 -year or 50 -year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 9PS3CONSULTING ENGINEERING TRAFFIC FORWARD 1. 2. 3. 4. 5. 6. TABLE OF CONTENTS Introduction..........................................................................................1 ForecastedTraffic................................................................................1 Concept Site Plan & Multi -Modal Review...........................................3 Travel Demand Management (TDM) Plan...........................................4 Conclusions and Recommendations..................................................6 Appendix...............................................................................................6 LIST OF TABLES & CHARTS Table 1 — Topgolf Forecast Trip Generation..................................................................1 Table 2 — Existing Movie Theater Trip Generation........................................................2 Traffic StudyPW . CONSULTING Topgolf in Brooklyn Center 1. Introduction a. Proposed Development Topgolf is proposing to build a facility at the site of an existing movie theater on the northwest corner of the Interstate (1) 94/1-694/Trunk Highway (TH) 252 interchange in Brooklyn Center, Minnesota. The development site covers 13.75 acres, which would be divided amongst a 65,000 square foot building, the driving range outfield area, and a parking lot accommodating 481 parking spaces. A preliminary concept plan is attached. b. Purpose of Study Per discussions with the City, the purpose of this study is to review the anticipated traffic and parking of the proposed development. To accomplish this goal, this study examines four primary objectives: i. Compare the existing site trip generation with the proposed site trip generations. ii. Review Brooklyn Center City codes for parking requirements and compare those against expected parking needs. iii. Provide a review of the site plan including multi -modal facilities. iv. Develop and implement strategy measures to encourage non -single occupancy vehicle modes of transportation 2. Forecasted Traffic a. Trip Generation The amount of traffic forecast to be generated by the proposed development was compared to the traffic currently able to be generated by the site with the existing movie theater. For the proposed Topgolf development, traffic forecasts are based on data collected at a similar Topgolf site in Scottsdale, Arizona as part of a traffic study for a Topgolf site in Roseville, California. The weekday Friday and weekend Saturday peak hour trips for Topgolf are shown in Table 1. The Roseville, California study that provided this data is attached. Table 1 — Topgolf Forecast Trip Generation Traffic Study Topgolf in Brooklyn Center!A CONSULTING The Institute of Transportation Engineers (ITE) provides the Trip Generation Manual, 9th Edition, the standard document for determining expected traffic for proposed land uses. Using this ITE information, trip generation estimates for the existing movie theater on site can be made. The resultant trips generated by the existing movie theater are shown in Table 2. It should be noted that there is no trip generation data for the a.m. peak period for a movie theater, which is reasonable since movies generally do not start until around noon at this location. Also, the daily trips are based on data for a Friday while the p.m. peak hour is based on data for a general weekday. Peak hour data on a Saturday is also shown. Table 2 — Existing Movie Theater Trip Generation Comparing Tables 1 and 2, the forecast trips at the proposed Topgolf development are almost all lower than what could be expected for the existing peak hour trips at the site. Although the Topgolf development would have higher traffic during the weekday a.m. peak hour (compared to none for the theater), the amount of traffic is small relatively to traffic on the surrounding roads. b. Parking Section 35-704 of the Brooklyn Center City Code of Ordinances has minimum parking space requirements for different land uses. For the proposed Topgolf development, the closest land use fit for the parking ordinances would be General Commercial Use. This land use has a requirement of one vehicle parking space for every 200 square feet of gross floor area. For the proposed 65,000 square foot building this would equate to a minimum of 325 vehicle parking spaces needed on site. With 481 vehicle parking spaces planned to be provided on site, there should be adequate vehicle parking per City of Brooklyn Center requirements. As part of the data collected at the Scottsdale, Arizona Topgolf location, parking lot counts were also conducted. Comparing trip generation counts at different times, Saturday evening had the highest trip generation volumes. During that peak period of a Saturday evening, there were observed to be 397 vehicle parking spaced occupied. With the proposed 481 vehicle parking spaces in the Brooklyn Center site, adequate vehicle parking is forecast to be on site. Traffic Study 2 CONSULTING Topgolf in Brooklyn Center 3. Concept Site Plan & Multi -Modal Review The concept site plan shown in the attachments was reviewed. Following are key transportation elements of the concept site plan: i. Pedestrian access to the site is limited, including from transit stops along 66th Avenue. The addition of a sidewalk along the east side of Camden Avenue starting at least at the existing crosswalk near the northern access extending south to the building entry would greatly improve pedestrian access and safety to the site. ii. A sidewalk along the edge of the parking lot especially along the long edge between the outfield and the parking lot would improve safety for those walking to and from parked vehicles. However, this must be balanced with the site plan, particularly the parking spaces that might be reduced if a sidewalk were squeezed into the site plan. iii. With the site being located near the West River Road trail, providing bicycle parking on site will be a benefit to the site. iv. ADA accessible vehicle parking spaces are shown to be located near the entry to the building. v. With the large parking lot and walking distances to the front doors, valet service will be incorporated. The short drive aisle just in front of the building entry could be designated solely for valet, and/or as a drop-off/pick-up area. Removing this aisle from standard vehicle through movements in the lot will reduce some conflict points. vi. Truck circulation is expected to use the loading/delivery area west of the building entry. Deliveries and loading should be scheduled during non -peak times. vii. The proposed southern access point on Camden Avenue is at the location of a former cul-de-sac. A turnaround point at the far south end of Camden Avenue should be included to allow for vehicle turnaround movements outside of the parking lot. Based upon the above review of the concept site plan's transportation elements, the following changes are recommended and shown in the attachments: • Add a sidewalk along the east side of Camden Avenue between the existing crosswalk near the existing northern access extending south to the building entry. • Consider a sidewalk between the east side of the outfield and the parking lot from the north end of the outfield to the building entry, pending a review of the parking impacts. • Provide bicycle parking on site. • Designate the short drive aisle directly in front of the building entry as valet and/or drop-off/pick-up only. • Schedule truck deliveries outside of the weekday and weekend peak periods to the extent possible. Traffic Study 3 Topgolf in Brooklyn Center • - CONSULTING 4. Travel Demand Management (TDM) Plan The developer recognizes the desire for safe and convenient travel alternatives to single -occupant vehicle commuting. The objective to minimize travel demand is also understood and supported. The developer, the building owner, property manager or their successors of the site will therefore develop and implement measures to encourage non -single occupancy vehicle modes of transportation with the goal of having a significant number of its transportation trips being made by transit, bicycling, or walking. At a minimum, the following strategies will be implemented to minimize the site's impact on the area transportation system. a. Designate a Transportation Coordinator The developer will designate an employee or contractor to act as the Transportation Coordinator. That employee will maintain and monitor TDM. The Transportation Coordinator will serve as the conduit for providing up-to-date information on alternative commute programs and incentives to building employees. At a minimum, the Transportation Coordinator will: • Disseminate commuting information and materials for employees. This information, which can be supplied by Metro Transit, will include transit schedules, rideshare applications, bicycle information, Guaranteed Ride Home Program brochures, etc. Other information could include the Minnesota Department of Transportation's real-time traveler information program: 5-1-1 or www.511 mn.org and the various bus incentive programs (e.g. Metro Transit Go - To Cards and U -Pass) as well as vanpool incentives (e.g. Metro Vanpool program). To maintain an awareness of alternative modes of transportation, information may be distributed through e-mail, flyers, posters in frequented locations, etc. • Develop a commuter information program to familiarize employees with the variety of transportation resources available. • Participate in regional training or information sessions about TDM programs. • Monitor parking lot operations, which could include but is not limited to flow patterns, vehicle behavior, and user complaints. The Transportation Coordinator will be responsible for resolving any issues with signing, parking operations, and other suitable mitigation solutions. • Monitor the implementation of the proposed TDM commitments. b. Promote Car and Vanpooling Car and vanpooling will be actively promoted as an alternative means of commuting among the employees and visitors. The primary means of promotion will be information dissemination to employees and discussion of parking on the Topgolf site's website. Traffic Study 4 • . CONSULTING Topgolf in Brooklyn Center c. Promote Other Modes of Transportation With its location near the Mississippi River and its surrounding trails as well as transit stops on TH 252 and 66th Avenue, transit, bicycling and walking should account for a portion of the trips to and from the proposed site. These modes will be actively promoted as alternative means of commuting among the employees and visitors of the proposed development. The primary methods of promotion will be information dissemination, the provision of bicycle storage facilities, and information on the Topgolf site's website. d. Minimize the Impact of Trucks To the extent possible, the developer or their successors will encourage truck and service vehicles to access the site outside of the weekd d hours. ay an weekend peak Traffic Study 5 Topgolf in Brooklyn Center - CONSULTING 5. Conclusions and Recommendations The traffic impacts of the proposed development were studied and the principal findings are: • The proposed site re -development is expected to generate approximately 30 new trips during the a.m. peak hour and approximately 180 new trips during the p.m. peak hour. • The amount of trips forecast to be generated by the proposed development is less than what could be expected to be generated by the existing theater. • With approximately 480 parking spaces, the City code requirement of 325 stalls and the expected Saturday peak period parking demand of approximately 400 vehicles are accommodated. Consideration of the following is recommended to improve site safety and circulation: • Add a sidewalk along the east side of Camden Avenue between the existing crosswalk near the existing northern access extending south to the building entry. • Consider adding a sidewalk between the east side of the outfield and the parking lot from the north end of the outfield to the building entry, pending a review of the impacts to the amount of parking or other site elements. • Provide bicycle parking on site. • Designate the short drive aisle directly in front of the building entry as valet only and/or drop-off/pick-up only. • Schedule truck deliveries outside of the weekday and weekend peak periods. It is recommended the travel demand management measures documented in Section 4 of this report be implemented to encourage non -single occupancy vehicles and alternative modes of transportation for the site's employees and visitors. 6. Appendix A. Preliminary Concept Plan B. Site Plan Recommendations C. Roseville, CA Trip Generation Study Traffic Study 6 M CONSULTING Topgolf in Brooklyn Center FMMMM I i I I I I I lw 96 Mi I I I I I I I I I I I I I I i I i I I / I / I i I I Attachment B - Site Plan Recommendations .tater ♦ �r r1i� +ar � q• \ t+•rfsr �+1�►��, 1, AM, 0. Malik .faArrir••+ �, r { Ith 1 jjl i^:v.■ 1 r�4s++f f.f f'� I Add bicycle parking Valet only or Drop- Off/Pick- /'ttac:hmenl C, 4= osevilie GA `hip Generation Study Draft Transportation Impact Study for the NortA Central Roseville Specific Plan Parcel 49 November 14, 2014 TABLE 7 — TOPGOLF TRIP GENERATION Weekday Saturday Sunday AM Peak Hour PM Peak Hour Before Service After Service Before Service After Service 7:30 AM to 8:30 AM 4:30 PM to 5:30 PM 5:15 PM to 6:15 PM 7:00 PM to 8:00 PM 10:15 AM to 11:15 AM 12:00 PM to 1:00 PM In Out Total In Out Total In Out Total In Out Total In Out Total In Out Total 28 4 32 91 92 183 153 109 262 161 151 312 65 33 98 107 77 184 Note: Trip generation reflects the Scottsdale Topgolf 15 -minute counts for the specified analysis periods. The Topgolf facility on Parcel 49 is planned to have 439 parking spaces. Parking supply for Topgolf is expected to be adequate under near-term conditions when Topgolf is the only facility on Parcel 49; however, the City requested we estimate Topgolf's parking utilization for Saturday evening and Sunday morning church services. Therefore, we obtained parking utilization data from the Scottsdale Topgolf facility on Saturday evening at 7 PM and on Sunday morning at noon. The results showed that 397 parking spaces were occupied at 7 PM on Saturday evening and 234 parking spaces were occupied at noon on Sunday morning. 1F'1P F')BTRIR(JTI(Jh l The expected distribution of project trips onto the adjacent roadway network was determined based on existing traffic volumes and travel patterns, the location of complementary uses, and output from the City of Roseville CIP traffic model. Figure 10 shows that 65 percent of project traffic is expected to travel to/from the north on Washington Boulevard, with 35 percent travelling to/from the south. The trips expected to be generated by the Topgolf facility were assigned to the study intersections. Figure 11 shows the resulting weekday AM and PM peak hour traffic volumes under Baseline Plus Phase 1 (Topgolf) conditions. ' y -L ,nt G - ko; o;,eiHe- I -rip Genei;-Aion Ludy Draft Tronsportotion impact Study for the Nor b Central Roseville Specific Plan Parcel 49 November 14, 2014 Figure 6 Friday Inbound and Outbound Trips - Scottsdale Topgolf Figure 6 Friday Inbound and Outbound Trips - Scottsdale Topgolf 200 150 100 �!— — — — i Inbound G Outbound 50 - -- — — — — —�— — -- Q Q Q Q Q Q Q Q Q Q Q Q a a a n a a a o a o o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N r-1 N M � U) l0 h M M O -1 N i-1 N M :t Ln lD r, W M O r-1 r-1 ri Note: Count data was collected by 15 -minute increments. For illustrative purposes, the counts were aggregated into 1 -hour periods Figure 7 1200 1 150 1 100 50 N Jtachment C. _. Roseville CA Trip Generation Studiy Draft Transportation Impact Study for the NortA Central Roseville Specific Plan Parcel 49 November 14, 2014 Saturday Inbound and Outbound 1 -rips - Scottsdale Topgolf Figure 7 pati irrlav Tnhni incl anal (1r ithnl rnr! Trir%rr....11 f Q Q Q Q Q Q Q Q Q Q Q Q D_ a D_ D_ D_ D_ D_ d a- D_ D_ D_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o O O 9 O 9 O O O O O O O O O O O O 9 O O O O N ri N M d' Ln lD r\ w m O c-1 N -i N m ':t Ln LD r� W M O c1 e -I r1 c -i ci i-1 Inbound Outbound Note: Count data was collected by 15 -minute increments. For illustrative purposes, the counts were aggregated into 1 -hour periods. Analysis period for Saturday before service is from 5:15 PM to 6:15 PM based on Church peak period, which differs from Topgolf peak period. IrA Figure 8 1200 1150 100 50 W :1t r. lT�ent C; - Roseville CA I rip Ge e-i-ation `study Draft Transportation Impact Study for the NortA Central Roseville Specific Plan Parcel 49 November 14, 2014 Sunday Inbound and Outbound Trips - Scottsdale Topgolf Figure 8 qi inrlav Tnhni inrl anti ni ithni incl Trinc _ Cr nttcrlalo Trinnnlf Q Q Q Q Q Q Q Q Q Q Q Q a M a a- a a lZ a a a- a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N r-1 N M d' M 1.0 1� W M O ri N r -i N M � Ln l0 r, W M O —1 c-1 ri r-1 c-1 r-1 ri Inbound C Outbound Note: Count data was collected by 15 -minute increments. For illustrative purposes, the counts were aggregated into 1 -hour periods 61 m N &M -§: o CO O co ^S.L' 4V :-IC3,.4 v " L a a o O a � Q v 4 QJ d Q, tf O w l/l N u N C- F� O z � t cm D c o y O N O v ti �> � 4-- v O Z 61 m N &M