The URL can be used to link to this page

082614CompleteAgenda CITY OF RICHFIELD, MINNESOTA TUESDAY, AUGUST 26, 2014 RICHFIELD MUNICIPAL CENTER 6700 PORTLAND AVENUE ******************************************************************************************************* SPECIAL CITY COUNCIL MEETING BABCOCK ROOM 6:45 P.M. AGENDA Call to order 1. Interview of a person interested in serving on a City advisory commission (Council Memo No. 83) Notes: Adjournment ********************************************************************************************************* REGULAR CITY COUNCIL MEETING COUNCIL CHAMBERS 7:00 P.M. AGENDA INTRODUCTORY PROCEEDINGS Call to order Open forum (15 minutes maximum) Each speaker is to keep their comment period to three minutes to allow sufficient time for others. Comments are to be an opportunity to address the Council on items not on the agenda. individuals who wish to address the Council must have registered prior to the meeting. Notes: Pledge of Allegiance Approval of the minutes of the (1) Special Concurrent City Council and Planning Commission Worksession of July 22, 2014 and (2) Regular City Council Meeting of July 22, 2014 COUNCIL DISCUSSION 1. Council discussion • City Council attendance at the National League of Cities Congress of Cities in Austin, TX, November 18-22, 2014 • Hats Off to Hometown Hits Notes: AGENDA APPROVAL 2. Council approval of the agenda 3. Consent Calendar contains several separate items, which are acted upon by the City Council in one motion. Once the Consent Calendar has been approved, the individual items and recommended actions have also been approved. No further Council action on these items is necessary. However, any Council Member may request that an item be removed from the Consent Calendar and placed on the regular agenda for Council discussion and action. All items listed on the Consent Calendar are recommended for approval. A. Consideration of the approval of a contract with Alpha Video &Audio, Inc. to install audio/visual upgrades in the Bartholomew and Heredia rooms, of the Richfield Municipal Center, in the amount of$41,744 S.R. No. 134 B. Consideration of the approval of a temporary on-sale intoxicating liquor license for the Church of St. Peter, 6730 Nicollet Avenue South, for their annual Fall Festival scheduled to take place on October 4, 2014 S.R. No. 135 C. Consideration of the approval of a temporary on-sale intoxicating liquor license for the Richfield Foundation for their Wine, Craft Beer and Cheese Tasting event to be held October 09, 2014 S.R. No. 136 D. Consideration of the approval of setting a public hearing to be held on September 23, 2014, for the consideration of a new on-sale wine license for Last Call Operating Co II., Inc. d/b/a Champps Americana, located at the Ice Arena 636 East 66th Street S.R. No. 137 E. Consideration of the approval of Minnesota Department of Transportation lease agreement No. 27710 with Amendment#3 for continued use of excess land along I- 494 next to Best Buy Campus for continued use as a parking lot and transit station S.R. No. 138 F. Consideration of the approval of the first reading of an ordinance amending. Subsections 547.05, Subdivision 4; and Subsection 547.11 related to the consideration of variance applications S.R. No. 139 Notes: 4. Consideration of item(s), if any, removed from Consent Calendar Notes: PUBLIC HEARINGS 5. Public hearing to consider the issuance of new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant, 2910 West 66th Street Staff Report No. 140 Notes: 6. Public hearing and consideration of a resolution regarding an Amended Conditional Use Permit and a Variance to allow construction of a soccer field and accessory structures at an existing educational facility at 7450 Penn Avenue Staff Report No. 141 Notes: RESOLUTIONS 7. Consideration of a resolution restricting parking on both sides of Portland Avenue between 77th Street and 66th Street Staff Report No. 142 Notes: 8. Consideration of a resolution granting approval of a major amendment to the Final Development Plan and Conditional Use Permit for the Lyndale Station Planned Unit Development at 6501-6545 Lyndale Avenue Staff Report No. 143 Notes: 9. Consideration of resolutions for an amended Conditional Use Permit and a Variance regarding a 22.6-foot front building setback and reduction in required parking, and an appeal of a staff determination that an odor control system is required as a condition of adding certain commercial cooking equipment at 6736 Penn Avenue Staff Report No. 144 Notes: OTHER BUSINESS 10.Consideration of an appointment to a City advisory commission Staff Report No. 145 Notes: CITY MANAGER'S REPORT 11.City Manager's Report Notes: 12.Claims and payrolls Open forum (additional 15 minutes if more time needed after first Open Forum and by majority vote of the City Council) Each speaker is to keep their comment period to three minutes to allow sufficient time for others. Comments are to be an opportunity to address the Council on items not on the agenda. Individuals who wish to address the Council must have registered prior to the meeting. Notes: 13.Adjournment Auxiliary aids for individuals with disabilities are available upon request. Requests must be made at least 96 hours in advance to the City Clerk at 612-861-9738. CITY OF RICHFIELD, MINNESOTA Office of City Manager August 14, 2013 Council Memorandum No. 83 The Honorable Mayor and Members of the City Council City of Richfield Subject: Advisory Commission Youth Applicant Interview (Agenda Item No. 1) Council Members: Attached is a copy of the advisory commission youth application. An interview is scheduled in the Babcock Room on Tuesday, August 26, 2014 at 6:45 p.m. The Advisory Board of Health, Human Rights Commission and Friendship City Commission have youth members. However, at this time, only the Friendship City Commission has one vacancy with the term expiring on August 31, 2015. Approval of the appointment is on the August 26, 2014 Regular City Council Meeting age •a. l Re •-ct Ily submitt , i ,A imr, . Dev h City Manager SLD:cak Attachment E-mail: Department Directors w/o attachment Assistant City Manager w/o attachment CITY COUNCIL MINUTES Richfield, Minnesota geehlieed Special Concurrent City Council and Planning Commission Worksession July 22, 2014 CALL TO ORDER The concurrent worksession was called to order by Mayor Goettel at 6:00 p.m. in the Council Chambers. Council Members Debbie Goettel, Mayor; Pat Elliott (via WebEx); Sue Sandahl; Edwina Garcia; Present: and Tom Fitzhenry. Planning Commission Rick Jabs, Chair; Tom Rublein; Gordon Vizekcy; Alison Groebner; and Susan Members Present: Rosenberg. Planning Commission Daniel Kitzberger and Charles Standfuss. Members Absent: Staff Present: Steven L. Devich, City Manager; John Stark, Community Development Director; Melissa Poehlman, City Planner; and Cheryl Krumholz, Executive Coordinator. Item #1 DISCUSSION REGARDING THE ACADEMY OF HOLY ANGELS DEVELOPMENT PROPOSAL (COUNCIL MEMO NO. 67) Community Development Director Stark explained the City's process related to the purchase agreement between The Academy of Holy Angels (AHA) and Semper Development, Ltd. is contingent upon the City granting the necessary approvals required for the development to progress. He added that a number of City approvals, including Comprehensive Plan and Zoning District amendments, would be required in order forrthis plan to move forward and no application had been submitted to the City. Shannon Mayer, AHA Board of Trustees Chair; Pam Kerber, AHA Board of Trustees; Sister Carolyn Puccio, Board of Trustees, and Greg Sawyer, Board of Trustees; spoke in support of the proposed development and the AHA Strategic Framework and Campus Master Plan. John Kohler, Semper Development, Ltd., discussed the feasibility of the development, including the initial design and site criteria developed with Opus. Council Member Garcia requested there be a future meeting for the City Council so the public has an opportunity to comment on the proposed development. She stated the focus needs to be on the issues of the development and fairness in the process. Planning Commissioner Rublein requested that a more detailed design be presented for consideration. Mr. Kohler stated that feedback will be obtained before submitting the final application to the City. Special Worksession Minutes -2- July 22, 2014 Mayor Goettel said there needs to be larger and broader discussion on this project. The proposed Comprehensive Plan change could set a precedent. The concurrent worksession was adjourned by unanimous consent at 6:57 p.m. Date Approved: August 26, 2014. Debbie Goettel Mayor Cheryl Krumholz Steven L. Devich Executive Coordinator City Manager CITY COUNCIL MEETING MINUTES Richfield, Minnesota r' t'2 Regular Meeting July 22, 2014 CALL TO ORDER The meeting was called to order by Mayor Goettel at 7:03 p.m. Members Present: Debbie Goettel, Mayor; Sue Sandahl; Pat Elliott; Edwina Garcia; and Tom Fitzhenry. Staff Present: Steven L. Devich, City Manager; John Stark, Community Development Director; Jim Topitzhofer, Recreation Services Director; Jay Henthorne, Acting Public Safety Director; Mary Tietjen, City Attorney; and Cheryl Krumholz, Executive Coordinator. OPEN FORUM Due to the number of pre-registered speakers for the Open Forum, the City Council extended the 15-minute time period. The following individuals spoke regarding the The Academy of Holy Angels development proposal. John Boyle, 2207 West 49th Street, Minneapolis, MN, spoke about the lack of a fair and open process by the AHA Board of Trustees and that he had concerns regarding the reasons AHA has provided to the City to change the City's Comprehensive Plan. Jane Koenig, 6809 Wentworth Avenue, spoke in opposition to the sale of AHA property and the proposed project. She presented a petition containing signatures of others opposing the sale. Rosalda Murray, 7301 Pillsbury Avenue, spoke in support of the project. Steve Vopatek, 6620 Stevens Avenue, spoke in support of the project. Chris DeNio, 6801 Blaisdell Avenue, spoke in support of the rezoning. Ann Garland, 500 East 67th Street, spoke in support of AHA's vision for the future. Jesse Foley, 6735 Pillsbury Avenue, spoke in support of the project. John Arms, 105 Elmwood Place East, Minneapolis, MN, spoke in support of the project. Jeff Ogden, 5200 Belmont, Minneapolis, MN, spoke in favor of the proposal. Joan Rourke, 4725 Elliot Avenue, Minneapolis, MN, spoke in support of the project. Fred Wroge, 6600 Lyndale Avenue, spoke in support of the project. Council Meeting Minutes -2- July 22,2014 PLEDGE OF ALLEGIANCE Mayor Goettel led the audience in the Pledge of Allegiance. APPROVAL OF MINUTES M/Garcia, S/Fitzhenry to approve the minutes of the (1) Special City Council Meeting of July 8, 2014; (2) Special City Council Worksession of July 8, 2014; (3) Regular City Council Meeting of July 8, 2014; and (4) Special Concurrent City Council and Transportation Commission Worksession of July 9, 2014. Motion carried 5-0. Item #1 PRESENTATION BY VOLUNTEERS TO ENLISTED TO ASSIST PEOPLE (VEAP) Susan Freeman, VEAP, made the presentation. Item #2 COUNCIL DISCUSSION • Hats Off to Hometown Hits Council Member Sandahl reported on the success of Richfield Beautiful on July 12. Council Member Fitzhenry announced the August 2 Urban Wildland Half Marathon and 5K. Council Member Garcia stated that The Academy of Holy Angels development proposal is a significant change to the City's Comprehensive Plan and to ensure fairness to the process, a future meeting should be scheduled to have a discussion of substance regarding the project and receive public comment. Item #3 COUNCIL APPROVAL OF AGENDA M/Garcia, S/Fitzhenry to approve the agenda. Motion carried 5-0. Item #4 CONSENT CALENDAR A. Consideration of the approval of a temporary on-sale 3.2 percent malt liquor license for the Church of the Assumption, 305 East 77th Street, for their annual Fun Fiesta on August 17, 2014 S.R. No. 124 B. Consideration of the approval of a resolution authorizing the City of Richfield Police Department to renew the co-operative agreement to continue membership in the Hennepin County Violent Offender Task Force S.R. No. 125 RESOLUTION NO. 10949 RESOLUTION AUTHORIZING RICHFIELD POLICE DEPARTMENT'S PARTICIPATION IN THE HENNEPIN COUNTY VIOLENT OFFENDER TASK FORCE Council Meeting Minutes -3- July 22,2014 This resolution appears as Resolution No. 10949. C. Consideration of the approval of setting a public hearing on August 26, 2014 regarding the issuance of new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant, 2910 West 66"Street S.R. No. 126 D. Consideration of the approval of the Public Health Emergency Preparedness grant from the State of Minnesota to the City of Richfield for the grant period of July 1, 2014—June 15, 2015 S.R. No. 127 E. Consideration of the approval of the an amended agreement with the City of Bloomington for food inspection services for Richfield for 2014 S.R. No. 128 F. Consideration of the approval of a temporary on-sale intoxicating liquor license for the Church of St. Peter, 6730 Nicollet Avenue, for their annual Pig Roast event on August 16, 2014 S.R. No. 129 G. Consideration of the approval of the first amendment to the purchase agreement dated November 2, 2011 by and between the City of Richfield and Lyndale Station LLC S.R. No. 130 H. Consideration of the approval of the bid minutes/tabulation and award of contract to Park Construction Company to repave the Wood Lake Nature Center parking lot in the sum of $104,400 and authorize the Recreation Director to approve additional contract work provided it does not exceed $50,000 S.R. No. 131 M/Goettel, S/Elliott to approve the Consent Calendar. Motion carried 5-0. Item #5 CONSIDERATION OF ITEMS, IF ANY, REMOVED FROM THE CONSENT CALENDAR None. Item #6 PUBLIC HEARING TO CONSIDER THE ISSUANCE OF NEW ON-SALE INTOXICATING AND SUNDAY LIQUOR LICENSES WITH THE OPTIONAL 2 A.M. CLOSING FOR LAST CALL OPERATING CO II, INC., D/B/A CHAMPPS AMERICANA, 790 WEST 66TH STREET S.R. NO. 132 Council Member Garcia presented Staff Report No. 132. M/Fitzhenry, S/Elliott to close the public hearing. Motion carried 5-0. M/Garcia, S/Sandahl to approve the issuance of new on-sale intoxicating and Sunday liquor licenses with the optional 2 a.m. closing for Last Call Operating Co II, Inc., d/b/a Champps Americana, 790 West 66' Street. Motion carried 5-0. Item #7 CONSIDERATION OF THE AWARD OF CONTRACT TO MIDWEST PLAYSCAPES, INC. TO REPLACE THE PLAY EQUIPMENT IN VETERANS MEMORIAL PARK IN THE AMOUNT OF $150,000 S.R. NO. 133 Council Meeting Minutes -4- July 22,2014 Mayor Goettel presented Staff Report No. 133. Recreation Services Director Topitzhofer reviewed the new play equipment. M/Goettel, S/Fitzhenry to approve the award of contract to Midwest Playscapes, Inc. to replace the play equipment in Veterans Memorial Park in the amount of$150,000. Motion carried 5-0. Item #8 CITY MANAGER'S REPORT City Manager Devich announced the Tuesday, August 12, 2014 Regular City Council meeting is cancelled. He also provided an update on the paving of Richfield Parkway. Item #9 CLAIMS AND PAYROLLS M/Fitzhenry, S/Sandahl that the following claims and payrolls be approved: U.S. Bank 07/22/14 A/P Checks: 232774-233164 $ 1,794,066.13 Payroll: 102864-103238; 42175 $ 629,480.33 TOTAL $ 2,423,546.46 Motion carried 5-0. OPEN FORUM None. ADJOURNMENT The City Council meeting was adjourned by unanimous consent at 8:21 p.m. Date Approved: August 26, 2014 Debbie Goettel Mayor Cheryl Krumholz Steven L. Devich Executive Coordinator City Manager AGENDA SECTION: CONSENT AGENDA ITEM# 3A REPORT# 134 STAFF REPORT 107# 1 CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: PAM DMYTRENKO, • ASSISTANT CITY MGR/HR MGR. NAME,TITLE DEPARTMENT DIRECTOR REVIEW: SIG URE OTHER DEPARTMENT REVIEW: 0 '. SIGNAT /2 r REVIEWED BY CITY MANAGER: ; Af I; ITEM FOR COUNCIL CONSIDERATION: Consideration of a contract with Alpha Video & Audio, Inc. to install audio/visual upgrades in the public conference rooms at the Municipal Center at a cost of$41,744. I. RECOMMENDED ACTION: By Motion: Authorize the City Manager to execute a contract with Alpha Video & Audio, Inc. to install audio/visual upgrades in the Bartholomew and Heredia rooms, of the Richfield Municipal Center, in the amount of $41,744. II. EXECUTIVE SUMMARY Since moving into the Municipal Center in June 2011, staff has identified audio and visual upgrades necessary to make the three public conference rooms usable, in a variety of ways, to the City Council, commissions, staff and the public. Technology upgrades are paid for with monies in the cable fund, collected through the most recent franchise agreement with the City's cable provider, Comcast. These funds (PEG Fees) can only be used for capital improvements related to cablecasting and communications. In identifying technology upgrades, priorities are given to systems that improve or enhance the cable casting of City Council and commission meetings, staff training opportunities and presentations. The proposed projects under 082614 Alpha Video contract consideration include: installation of a wireless microphone system in the Bartholomew Room to improve intelligibility in the room for cable casting and remote access to meetings ($30,887.00), and a dedicated computer and presentation system in the Heredia Room, including a wireless microphone, podium, dedicated computer and teleconferencing capabilities ($10,857.00). The total cost of both projects, to be installed by Alpha Video & Audio, Inc., is $41,744. There will be minimal, additional expenses of approximately $2,000 for electrical and cable work performed by other contractors. III. BASIS OF RECOMMENDATION A. BACKGROUND In recognition of the importance of and strong reliance on technology, the City has identified and prioritized upgrades to the conference room facilities in the Municipal Center. Upgrades are being done, as funding permits, in order to provide audio and visual systems that allow for enhanced use of the spaces used by the City Council, commissions, staff and public. B. POLICY • The City's Purchasing and Spending Authority policy provides that contracts between $25,000 - $100,000 do not need to go through a competitive bid process if at least two quotes are sought, when possible. In this case, only a quote from Alpha Video & Audio, Inc. was solicited for this particular work because of the company's expertise in this field and experience working in the Richfield Municipal Center. Alpha Video & Audio, Inc. has done the prior systems' installation in the Municipal Center conference rooms and, continuing to use them, ensures the proper integration of these new systems. C. CRITICAL TIMING ISSUES • The quote from Alpha Video &Audio, Inc. is valid for 30 days. Staff plans to have the work completed in early fall. With the increased demand for use of our conference rooms, it is critical to have the necessary technology available to support the staff and community's needs. D. FINANCIAL • Staff is seeking approval to execute a contract with Alpha Video & Audio, Inc. for $41,744, which includes technology upgrades to the Bartholomew Room and Heredia Room. • Monies from the Cable Fund, that are specifically to be used for capital projects, will be used to fund these two conference room upgrades. E. LEGAL • No legal review is necessary. F. ENVIRONMENTAL CONSIDERATIONS • NA IV. ALTERNATIVE RECOMMENDATION(S) • Do not approve the contract and seek other quotes. • Defer consideration of this matter to a future meeting. V. ATTACHMENTS • None VI. PRINCIPAL PARTIES EXPECTED AT MEETING • None AGENDA SECTION: CONSENT AGENDA ITEM# 3B . REPORT# 135 STAFF REPORT g'c4#e ed CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: BETSY OSBORN, SUPPORT SERVICES MANAGER N TLE I tan DEPARTMENT DIRECTOR REVIEW: G. 1 ��,.�•-/� —•a - SzG is OTHER DEPARTMENT REVIEW: ❑ \ dra REVIEWED BY CITY MANAGER: VW/ y ITEM FOR COUNCIL CONSIDERATION: Consideration of a request for a temporary on-sale intoxicating liquor license for the Church of St. Peter, 6730 Nicollet Avenue South, for their annual Fall Festival scheduled to take place on October 4, 2014. I. RECOMMENDED ACTION: By Motion: Approve the request by the Church of St. Peter for a temporary on-sale intoxicating liquor license for their annual Fall Festival scheduled to take place on October 4, 2014. II. EXECUTIVE SUMMARY The Church of St. Peter is requesting a temporary on-sale intoxicating liquor license for their annual Fall Festival to be held on October 4, 2014. They will serve wine and 3.2 percent malt liquor from 10:00 a.m. to 10:00 p.m. As in previous years, their plans are to have activities throughout the day and serve a lunch and a dinner. All required information, documents and licensing fees have been provided. Public Safety has reviewed all required information and documents and has not found any basis for denial. The City Council has previously granted these licenses in conjunction with this event. • 082614 Church of St.Peter Fall Festival PHxxx III. BASIS OF RECOMMENDATION A. BACKGROUND • On July 9, 2014 the Church of St. Peter submitted a request for a temporary on-sale intoxicating liquor license for their annual Fall Festival to be held on October 4, 2014. All required licensing fees have been received. • This year the Church of St. Peter will also be holding a family dance inside from 7:00 p.m. to 9:00 p.m; however, Richfield City Code Section 1110.03 exempts the requirement of obtaining a Public Dance license when the proceeds are devoted to benevolent, fraternal, educational or charitable organizations as is the case with the Church of St. Peter. • The event will take place from 8:00 a.m. to 10:00 p.m. • The applicant has requested a temporary on-sale intoxicating liquor license to serve wine and 3.2 percent malt liquor at this event. No other intoxicating beverages will be permitted. • They plan to serve muffins, coffee cake, buns, salads, hotdogs, brats, chips, turkey, potatoes, vegetables, buns, pies and ice cream. • The Church of St. Peter has contacted food sanitarians from the City of Bloomington to ensure proper food handling practices are followed. • The City has previously granted this license to the Church of St. Peter for their annual Fall Festival. B. POLICY • Richfield City Code Section 1202 requires applicants of temporary on- sale intoxicating liquor licenses to comply with all of the provisions of both City Codes and State Statutes. • Richfield City Code Section 1110.03 exempts the requirement of obtaining a Public Dance license when the proceeds are devoted to benevolent, fraternal, educational or charitable organizations. C. CRITICAL TIMING ISSUES • The service of wine and 3.2 percent malt liquor will be allowed only during the specified time of 10:00 a.m. to 10:00 p.m. No other intoxicating liquor beverages will be permitted. D. FINANCIAL • The required licensing fees have been received. E. LEGAL • The required proof of liability insurance coverage has been submitted showing The Catholic Mutual Society affording the coverage. F. ENVIRONMENTAL CONSIDERATIONS • • There are no environmental considerations. IV. ALTERNATIVE RECOMMENDATION(S) • Deny the request for a temporary on-sale intoxicating liquor license for the Church of St. Peter. This would mean the applicant would not be able to serve wine or 3.2 percent malt liquor. However, Public Safety has not found any basis for a denial. In addition, the Council has previously granted these licenses in conjunction with this event. V. ATTACHMENTS • There are no attachments. VI. PRINCIPAL PARTIES EXPECTED AT MEETING • The staff at Church of St. Peter has been notified of the date of this meeting. • • ' AGENDA SECTION: CONSENT AGENDA ITEM# 3C ' REPORT# 136 MiAll STAFF REPORT RICHFIELD CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: BETSY OSBORN, SUPPORT SERVICES MANAGER NAM . / I ..... 0,11„DEPARTMENT DIRECTOR REVIEW: \ ia ' ola` � \ V. GNAT OTHER DEPARTMENT REVIEW: El NI Go/ 9. , SIG if URE REVIEWED BY CITY MANAGER: A -T- . i , / ITEM FOR COUNCIL CONSIDERATION: Consideration of a request for a Temporary On-Sale Intoxicating Liquor license for the Richfield Foundation for their Wine, Craft Beer and Cheese Tasting event to be held October 09, 2014. I. RECOMMENDED ACTION: By Motion: Approve the request by the Richfield Foundation for a Temporary On-Sale Intoxicating Liquor license for their Wine, Craft Beer and Cheese Tasting event scheduled to take place on October 09, 2014. II. EXECUTIVE SUMMARY The Richfield Foundation is requesting a Temporary On-Sale Intoxicating Liquor license for their Wine, Craft Beer and Cheese Tasting event to be held on October 09, 2014. Their plans are to have wine, beer and cheese tasting in the atrium area of Houlihan's Restaurant and Bar, 6601 Lyndale Avenue South. The event will take place from 6:30 p.m. to 9:00 p.m. The request is to serve wine, craft beer and cheese at this event. All required information, documents and licensing fees have been provided. Public Safety has reviewed all required information and documents and has not found any basis for denial. The City Council has previously granted these licenses in conjunction with this event. 082614 Richfield Foundation Wine, Craft Beer and Cheese Tasting • III. BASIS OF RECOMMENDATION A. BACKGROUND • On August 06, 2014, the Richfield Foundation submitted a request for a Temporary On-Sale Intoxicating Liquor license for their Wine, Craft Beer and Cheese Tasting event to be held on October 09, 2014. All required licensing fees have been received. • The event will take place from 6:30 p.m. to 9:00 p.m. • The applicant has requested a Temporary On-Sale Intoxicating Liquor license to serve wine and craft beer at this event. They plan to serve plated appetizers, Gouda and Tilsit cheese varieties. • The required liquor liability insurance coverage has been submitted. • The Richfield Foundation has contacted food sanitarians from the City of Bloomington to ensure that proper food handling practices are followed. B. POLICY • Richfield City Code Section 1202 requires applicants of Temporary On-Sale Intoxicating Liquor licenses to comply with all of the provisions of both City Codes and State Statutes. C. CRITICAL TIMING ISSUES • Service of wine will be allowed only during the specified time of 6:30 p.m. to 9:00 p.m. on October 09, 2014. D. FINANCIAL • The required licensing fees have been received. E. LEGAL • The required proof of liability insurance coverage has been submitted showing New Hampshire Insurance affording the coverage. F. ENVIRONMENTAL CONSIDERATIONS • There are no Environmental Considerations. IV. ALTERNATIVE RECOMMENDATION(S) • Deny the request for a Temporary On-Sale Intoxicating Liquor license for the Richfield Foundation. This would mean that the applicant would not be able to serve wine at this event. However, the Public Safety Department has not found any basis for a denial. V. ATTACHMENTS • There are no attachments • VI. PRINCIPAL PARTIES EXPECTED AT MEETING • Richfield Foundation staff have been notified of the date of this meeting. AGENDA SECTION: CONSENT AGENDA ITEM# 3D REPORT# 137 STAFF REPORT e'Cgte�d CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: BETSY OSBORN, SUPPORT SERVICES MANAGER ;AG E DEPARTMENT DIRECTOR REVIEW: I , ( f (1��/. ► ► �, f:_i._4�Ji//1/_h SIGNA!r- OTHER DEPARTMENT REVIEW: El ` A • SIG a URE REVIEWED BY CITY MANAGER: °l( '' V/ 11111; - 1 ' / ITEM FOR COUNCIL CONSIDERATION: Consideration of the issuance of a new on-sale wine license for Last Call Operating Co II., Inc. d/b/a Champps Americana, located at the Ice Arena 636 East 66th Street. I. RECOMMENDED ACTION: By Motion: Approve the setting of a public hearing to be held on September 23, 2014, for the consideration of a new on-sale wine license for Last Call Operating Co II., Inc. d/b/a Champps Americana, located at the Ice Arena 636 East 66th Street. II. EXECUTIVE SUMMARY On August 8, 2014, the City received the application materials for a new on-sale wine license for Last Call Operating Co II., Inc. d/b/a Champps Americana. This is for a second location at the Richfield Ice Arena and is in conjunction with the Minnesota Magicians Junior Hockey Team season. All required information and documents have been received. • 082614 Champps at Ice Arena Set Hearingxxx III. BASIS OF RECOMMENDATION A. BACKGROUND • Application materials for a new on-sale wine license for Last Call Operating Co II., d/b/a Champps Americana for a second location at the Richfield Ice Arena were received'by the City on August 8, 2014. B. POLICY • City ordinance provides the City Council conduct a public hearing to consider all on-sale wine license applications and a date be set for the public hearing prior to hearing. • The hearing must be scheduled and held before a new license may be considered. • The new process has been initiated. C. CRITICAL TIMING ISSUES • Holding the public hearing on September 23, 2014, will provide ample time to complete the licensing process. D. FINANCIAL • Licensing fees have been received. E. LEGAL • The required proof of liability insurance has been submitted showing Zurich American Insurance as affording the coverage. F. ENVIRONMENTAL CONSIDERATIONS • There are no environmental considerations. IV. ALTERNATIVE RECOMMENDATION(S) • Reject the application for a new on-sale wine license for Champps at the Ice Arena. • Schedule the hearing for another date. However, this will delay the licensing process. V. ATTACHMENTS • There are no attachments. VI. PRINCIPAL PARTIES EXPECTED AT MEETING • There are no parties expected at this meeting. AGENDA SECTION: CONSENT AGENDA ITEM# 3E REPORT# 138 STAFF REPORT geC41(eeeci CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: JEFF PEARSON, TRANSPORTATION ENGINEER NAME,TITLE DEPARTMENT DIRECTOR REVIEW: ,/(/J 1-'/� SIGNATURE �/ OTHER DEPARTMENT REVIEW: 0 ill A/,_- f, VO, IRE Eqr::, REVIEWED BY CITY MANAGER: , Al /. ..__. t411 a , _ A ITEM FOR COUNCIL CONSIDERATION: Consideration of renewal of commercial lease with Minnesota Department of Transportation for use of excess land along 1-494 adjacent to the Best Buy Campus for continued use as a parking lot and transit station. I. RECOMMENDED ACTION: By Motion: Approve Minnesota Department of Transportation lease agreement No. 27710 with Amendment #3 for continued use of excess land along 1-494 next to Best Buy Campus. II. EXECUTIVE SUMMARY The parcel of land along 1-494 in front of the Best Buy Campus is currently leased to the City at no cost to be used as a Park and Ride for Metro Transit. The existing two-year lease agreement will expire at the end of August. The attached amendment to the lease agreement permits the continued use of the Mn/DOT property for the same uses as before for a period of two (2) years. The new agreement will become effective on August 31, 2014. III. BASIS OF RECOMMENDATION A. BACKGROUND 08262014 RALF Lease Amendment3 • On January 13, 2004 City Council approved original Commercial Lease Agreement No. H-06048 for surplus land along 1-494 adjacent to the Best Buy Campus. • On May 22, 2007 Council approved Amendment#1 and renewal of the lease for five years to August 31, 2012. • On July 10, 2012 Council approved Amendment#2 and renewal of the lease for two years to August 31, 2014. • This land amounting to almost 62,000 square feet combined with land purchased from the Best Buy Company has been used as a parking lot by Best Buy, and a park-n-ride lot and transit station by Metro Transit. • The excess 1-494 right-of-way covered by the agreement will only be used for surface parking and a transit station until the land is needed for highway reconstruction/expansion. B. POLICY • The proposed lease agreement supports Goal #2 of the Transportation Chapter in the City Comprehensive Plan to work with transit providers to enhance mass transit systems in the City. C. CRITICAL TIMING ISSUES • The existing lease expires on August 31, 2014. D. FINANCIAL • Approval of the lease will have no impact on City finances. E. LEGAL • The City Attorney has reviewed the lease agreement. F. ENVIRONMENTAL CONSIDERATIONS • None. IV. ALTERNATIVE RECOMMENDATION(S) • The Council may choose not to approve the lease and direct staff on how to proceed. V. ATTACHMENTS • Amendment of Commercial Lease No. 3, Lease No. 27710 of the Minnesota Department of Transportation • Map of excess land covered by the proposed lease VI. PRINCIPAL PARTIES EXPECTED AT MEETING • None Minnesota Department of Transportation Metro District 1500 W. County Road B2 Roseville, MN 55113 651-234-7598 C.S. 2732 (5=111) 902 LEASE NO. 27710 PARCEL: 0017 AMENDMENT OF COMMERCIAL LEASE No. 3 THIS AGREEMENT, is made by and between the State of Minnesota, Department of Transportation ("Landlord") and City of Richfield ("Tenant"), and shall be an amendment and addition to Lease No. 27710. WITNESSETH: WHEREAS, Landlord and Tenant entered into Lease No. 27710 ("Lease") involving the rental of a commercial property; WHEREAS, the parties deem certain amendments and additional terms and conditions mutually beneficial for the effective continuation of said Lease; and NOW THEREFOR, Landlord and Tenant agree to substitution and/or addition of the following terms and conditions which shall become a part of the Lease No. 27710, effective as of the date set forth hereinafter. 1. Effective on August 31, 2014, this Lease No. 27710 shall be renewed for a period of two (2) year(s) commencing on September 1, 2014 and continuing through August 31, 2016, with the right of termination in both Landlord and Tenant as set forth in the Lease. 2. Effective on August 31, 2014, Section 2 of the Lease is deleted in its entirety and the following is substituted in lieu thereof: 2. RENT. The consideration for this Lease shall be that the landlord will provide the Premises to Tenant for public on-street parking. At its own cost and expense, the Tenant or its sub lessee will maintain the premises. 3. Effective August 31, 2014, Sections 9 o the Lease are deleted in their entirety and the following Sections 9 of the Lease is substituted thereof: 9. INSURANCE. Prior to execution of this Lease by Landlord, the Tenant shall provide Landlord with a properly executed certificate(s) of insurance which shall clearly evidence the insurance required below, and provide that such insurance will not be canceled, except on 30 days' prior written notice to Landlord. Commercial Amendment Page 1 of 4 LS1022 6/13/2014 9.1 Tenant shall maintain during the full term of this Lease commercial general liability insurance or equivalent form including Premises-Operations Liability, Products/Completed Operations Liability (if applicable), Contractual Liability, and Fire Legal Liability with a limit of not less than $2,000,000 each occurrence. If such insurance contains a general aggregate limit, it will be equal to or greater than $2,000,000 and apply separately to this Lease. 9.1.1The insurance shall name the State of Minnesota as an Additional Insured with respect to performance of the Lease. This insurance shall be primary with respect to any insurance or self-insurance programs covering Landlord, its officers and employees. 9.2 Tenant shall maintain during the full term of this Lease workers' compensation insurance with statutory limits and employers' liability insurance with limits not less than $100,000 bodily injury by disease per employee, $500,000 bodily injury by disease aggregate and $100,000 bodily injury by accident. If Minnesota Statute 176.041 exempts Tenant from Workers' compensation insurance or if the Tenant has no employees in the State of Minnesota, Tenant must provide a written statement, signed by the authorized signer of the contract, stating the qualifying exemption that excludes Tenant from MN Workers' Compensation requirements. If during the course of the contract the Tenant becomes eligible for Workers' Compensation, the Tenant must comply with the Worker's Compensation Insurance requirements included herein and provide the State of Minnesota with a certificate of insurance. An Umbrella or Excess Liability insurance policy may be used to supplement the policy limit to satisfy the full policy limits required by the Lease. 4. Effective August 31, 2014, Section 20 of the Lease is hereby deleted and the following Section 20 is substituted therefore: Section 20 HAZARDOUS SUBSTANCES OR POLLUTANTS OR CONTAMINANTS. Tenant shall not cause or permit any hazardous substance or pollutant or contaminant to be used, generated, stored or disposed of on or in the Premises by Tenant, Tenant's agents, employees, contractors or invitees. If the Tenant causes or allows the Premises to become contaminated in any manner by hazardous substances or pollutants or contaminants, during the term of this Lease, Tenant shall indemnify and hold harmless the Landlord in accordance with Section 8 of this Lease. This indemnification is intended to, and shall, survive the termination of this Lease. Without limitation of the foregoing, if Tenant causes or permits the presence of any hazardous substance or pollutant or contaminant on the Premises, and that presence results in contamination, Tenant shall promptly, at its sole expense, take any and all necessary actions approved by the Landlord to return the Premises to a condition that is in accordance with all applicable Federal, State and Local regulations. Commercial Amendment Page 2 of 4 LS1022 6/13/2014 5. The terms of the original Lease and its amendment(s) are expressly reaffirmed and remain in full force and effect. By this reference the original Lease and its amendment(s) are attached and incorporated into this agreement. Commercial Amendment Page 3 of 4 LS1022 6/13/2014 TENANT City of Richfield Signature Print Name Steven L. Devich Title Date Signature Print Name Debbie Goettel Title Date LANDLORD, STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION COMMISSIONER OF TRANSPORTATION By Tom O'Keefe, P.E. Program Delivery Engineer. Date Approved as to form and execution OFFICE OF CONTRACT MANAGEMENT By Title Date Commercial Amendment Page 4 of 4 LS1022 6/13/2014 w IG L -i2 T 7 •• t v !T [ MINNESOTA DEPARTMENT OF TRANSPORTATION - CITY OF RICHFIELD LEASE EXHIBIT 1 1 •INCH = 120 FEET °1 •• I � ' . � ° -N .. ......••._____I.w.. _ . __ I I 77TH STo W ° I ..• • r•.•_____.•____•••■•■■■•••••••••••• nli • T 1 • ° II 1 —�• 1 M i ` r rte° \0 ° 1 1. T. C Z W \, ° U.1 1.1°R ~ I 1 . I 33 �°o d'r LiJ iil k � °a 'Q ' • ,. , /voF -I a • ill I ( z I i_-_ - - �. 38,16 ,jj+•`_ N li 71,49' _! $o V\,. ° B I I —FUTURE (RALF) Mn/DOT R/W Q� O : o° �9'S917 220.59„\, 26.98. a co I l . -• !B9°41'04"E y• ( 'nr 120,10 ` .. 180.90' ' •O ' l J� ' �/ S89 Al'04�E \ •. 79.04 f ti ` -�-• W ■a. . . r Ur 211'53"E 76.77 '. ` ��`""`+.. • ''� I --`^ \ 8°29 25 I\ 58 9`2.wE O L 1 O I 374.94'.. + •• \ ��! ■" ∎ '8.�� + - - t1 / J O .. 4 8°18.13"R 2322.83 I.25 r N�+80-.+.1 N7g°Ol'39"V \ ��-�! Uj'Z� J 169.9A' .. '3”9.15 -V SS ■ /$• ,n /r r r��l.�l1.37-.54. -,c Am. / NB9°15 19"E— ; (I I NB9'19 19"E mom_, I•1 .A. 37°15 ,� r —�ll�. x, 0 1' Vim, SOUTH LIhE OF OUTLOT C .aa`m 21'40 9 0° 7- • I I M o i ..i1 Js'$6 a E F G 4" 140. Y ` , // �E'qS�. ..��.�"i .e,,,.,� U!'4 C v'. D I P' _ m - 588°50 417 —' j.. co 0 �� /��eT N. S�'Q�>Q, T q Q�QQ *SOUTH LINE OF °o' ={ % For, 1/2 I.P /-a .f/p �`` \ �.�r� V . 4,o R.L.B. 18721 m o2 •'a/ �STR�.�,r Q$l,s$ �,ti� �, `�} V OJTLOT B ..° r 186.20'"•. r a° S pOO �.�.�.,��. K , O:C-1 H'° ' "'�q.\ NB8°Sy ,,r :;°_..,_sk°1E31: r — 326 -4' .. . ,�af! /!'•OP .M N.., 111... s0al r S86°26'20�N ` �. 4• '$3"4 '� 5.9°5 Z5" ° w.'•, `'J ,• 4x9.30 LEASE � i+ �:✓ i ' N R a:aJ ' '"`w..,,� .�Ne4°Gy'I :741:s.89264;s72`5,--1,-,,„„::,-,...::' I ,M1^ •:.I I 1 »$. • CITY OF RICHFIELD �I - eeeee�eeeeee eeeeee\eeeeeeteeeCleeeee eeeeee eeeeeeeeee»\me e�Rea\yee� eeeeee\eeeee eeeen w vx V \\�� meeee�eeeeee ee\e� r CCCR CITY OF BLOOMINGTON . r r r ~ . . 901.73' 589°59'25"W . . .. . . I . . I •• I "AS SHOWN ON BEST BUY CAMPUS PLAT • • • • • AREA SHOWN IN REP CROSS-HATCHING REPRESENTS WPM PERMANENT RAT AREA LEASED TO CITY FOR PARKING PURPOSES. - Bff• AGENDA SECTION: CONSENT AGENDA ITEM# 3F REPORT# 139 STAFF REPORT to, e,d CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: MELISSA POEHLMAN, CITY PLANNER NAME,TITLE DEPARTMENT DIRECTOR REVIEW: IZ /TWA �' �GNATURE OTHER DEPARTMENT REVIEW: I SIGNA(RE REVIEWED BY CITY MANAGER: ITEM FOR COUNCIL CONSIDERATION: Consideration of an amendment to the City's Zoning Ordinance. The proposed amendment will eliminate the City's appointed Hearing Examiner positions and designate the Planning Commission as the deciding body for variance applications beginning in 2015. 1 I. RECOMMENDED ACTION: By Motion: Approve a first reading of the attached ordinance amending Subsections 547.05, Subdivision 4; and Subsection 547.11 related to the consideration of variance applications. II. EXECUTIVE SUMMARY City staff continually monitors and notes areas of the Zoning Code that may require review and revision. In the course of this review, staff has identified an administrative process that is no longer efficient. Under current Code regulations, stand-alone variance requests (variances that are not part of another land use application) are considered by an appointed Committee of Hearing Examiners. This Committee is typically comprised of two residents appointed by the City Manager and confirmed by the Council. Over the past decade, the number of stand-alone variance requests has steadily declined. Since 2010, there have been only five applications. 082614—1st Reading Ord Amend Hearing Examiner.docx The Committee of Hearing Examiners serves for a term of two years. In late 2013, appointed Hearing Examiner Paul Wasko resigned. Given that there are only one or two hearings per year, a replacement has not been appointed. Current Hearing Examiner Connie Murray's term expires at the end of 2014. Staff is proposing that following the expiration of Ms. Murray's term, consideration of variance requests be returned to the Planning Commission. A separate process heard before a separate committee, no longer seems necessary. III. BASIS OF RECOMMENDATION A. BACKGROUND In the 1970s and 80s there were years when the City was receiving and processing 35 or more variance applications per year. New homes and businesses were being built rapidly as the community filled in. The number of requests was so significant, that the community decided to create a Committee of Hearing Examiners to consider variance requests alone; thereby allowing the Planning Commission to concentrate on short and long-term planning issues. Over the years the number of variance requests has dropped significantly. Not only is the City now fully built up, but Richfield also has a history of proactively updating the Zoning Code to allow some flexibility and to keep up with changing norms. This proactive approach is intended to allow reasonable accommodations and to eliminate the need for many variances. B. POLICY • The proposed ordinance will give the Planning Commission the authority to approve/deny stand-alone variances. Applicants can appeal a decision of the Planning Commission to the City Council, as they could under the current ordinance. • The City Council will retain the authority to approve/deny variances that are applied for in conjunction with another land use application (e.g. conditional use permit, site plan approval). • Ongoing review and periodic updating of the Code is necessary to ensure that regulations are serving their intended purpose. C. CRITICAL TIMING ISSUES • The proposed ordinance would take effect January 1, 2015. D. FINANCIAL • None E. LEGAL • The proposed ordinance has been reviewed by the City Attorney. • A public hearing was held before the Planning Commission on August 11, 2014. • Notice of the public hearing was published in the Sun Current newspaper in accordance with City and State requirements. • No members of the public spoke at the hearing. • The Planning Commission recommended approval of the proposed ordinance (6-0). • A second reading of the ordinance is scheduled for September 9, 2014. F. ENVIRONMENTAL CONSIDERATIONS • None IV. ALTERNATIVE RECOMMENDATION(S) • Direct staff to make additional changes to the ordinance. • Reject the proposed ordinance. V. ATTACHMENTS • Ordinance Amendment VI. PRINCIPAL PARTIES EXPECTED AT MEETING • None BILL NO. AMENDMENT TO RICHFIELD CITY CODE RELATED TO ZONING AMENDING SUBSECTIONS 547.05, SUBDIVISION 4; AND SUBSECTION 547.11 RELATED TO THE CONSIDERATION OF VARIANCES THE CITY OF RICHFIELD DOES ORDAIN: Section 1 Subsection 547.05, Subdivision 4 of the Richfield City Code is amended to read as follows: Subd. 4. Powers. The Board shall have the following powers: a) To hear and decide appeals where it is alleged that there is an error in any order, requirement, decision, or determination made by the Director in the interpretation or enforcement of this code; b) To hcar and decidc variances to the literal provisions of this code upon cctablishcd by Scction 547.11 of this codc; and eb) To hear and decide variances to the literal provisions of this code when said variances are processed in conjunction with another planning and zoning application that requires the approval of the City Council; and de) To hear and decide appeals of any decision made final by the Planning Commission or by a Hearing Examiner. Section 2 Subsection 547.11 of the Richfield City Code is amended to read as follows: 547.11. Variances. Subdivision 1. Limitations. The following limitations apply to variances: a) A variance may be granted from the literal provisions of this code only when all of the following criteria are found to exist: i. The applicant establishes that there are practical difficulties in complying with the official control. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems; ii. Unusual or unique circumstances apply to the property which do not apply generally to other properties in the same zone or vicinity, and such circumstances were not created by any persons presently having an interest in the property; iii. The variance, if granted, would not alter the character of the neighborhood. The completed project would not impair an adequate supply of light and air to adjacent properties, or substantially increase the congestion of public streets, or increase the danger of fire, or endanger the public safety, or substantially diminish property values, or have a detrimental or injurious impact on surrounding properties; and iv. The variance requested is the minimum variance that would alleviate the practical difficulty. v. The variance requested will not alter the essential character of the locality. vi. The variance requested is in harmony with the general purpose and intent of the ordinance and consistent with the comprehensive plan. b) Variances may not be granted for uses that are not allowed in the zoning district where the subject property is located. c) Conditions may be imposed in the granting of variances. Such conditions must be directly related to and must bear a rough proportionality to the impact created by the variances. Subd. 2. __ • •• -- _ - _ - • - - Planning Commission. The Committee of Hearing Examiners is a special committee of thc Board of Adjustments and App Is, and shall be administered by thc Dircctor. The specific duties of this Committec are toPlanning Commission shall hear and decide requests for variances from the literal provisions of this code. This Subd. 3. Application. Application for a variance shall be made to the Director on forms provided by the City. Applications shall not be considered complete until an Administrative Review Committee (ARC) meeting is held between the applicant and staff, or the Director determines that such a meeting is not necessary. Applications must be submitted for the ARC meeting at least 28 days before the scheduled hearing to be considered for the agenda. Applications must be complete at least 14 days before the scheduled variance hearing to be placed on the agenda. Subd. 4. Public hearing. Upon receipt of a completed application, the Director shall assign the application to one Hearing Examiner and a date shall be set for a public hearing before the Hearing ExamincrPlanninq Commission. If the variance requires some other approval by the City Council in conjunction with another planning and zoning application, the - • - . . _ _ --_ • _ e- _ - -- :e. Not less than ten (10) days prior to the public hearing, notice shall be published once in the official newspaper and sent by mail to all the owners of property located wholly or partially within 350 feet of the subject property. If a variance is part of another land use application, including, but not limited to, a conditional use permit, site plans approval or rezoning, the Planning Commission shall hold the public hearing and make a recommendation to the City Council, acting as the Board of Adjustments and Appeals. The City Council would then take official action on all of the applications, including the variance. - - - - - • -- � - - • . - - .•_ - - • -- --- - report shall be made available to the applicant, and shall be furnished to others upon request. Subd. 65. Powers of Hearing ExamincrPlanning Commission and the Board. A Hearing Examiner The Planning Commission or the Board may call witnesses, subpoena relevant reports, and accept any evidence and testimony, which in the judgment of the Hearing Examiner Planning Commission or the Board is relevant to the issues being heard. Those in attendance at the public hearing shall have the right to present testimony and evidence. The Hearing ExamincrPlanning Commission or the Board may impose limitations on the number of witnesses and on the nature and length of testimony. The tape will be transcribed on request of the Board. The tape will also be Subd. 66. Decision. Within the time period required by state law, the H wring Examiner Planning Commission or Board shall render a written decision regarding the application. The decision shall be supported by findings specifically related to the applicable criteria contained in this code. The decision shall be mailed to all parties of record and filed with the City Clerk. The Hearing Examiner's Planning Commission's decision shall be final, subject to appeal to the Board. A decision of the Board shall be final. The Hearing Examiner Planning Commission or the Board may impose conditions in granting variances to implement the intent of this code and to protect adjacent properties. Subd. 7. Recording of Variance. If approved, a certified copy of the variance decision shall be filed by the applicant with the Hennepin County Recorder or Registrar of Titles. Subd. 98. Appeals. Any person aggrieved by the decision of the Hearing ExaminerPlanning Commission may appeal such decision if a written notice of appeal and the fee set by Appendix D of the City Code is submitted to the Director within ten (10) days of the date of the decision. The notice of appeal shall be addressed to the attention of the Board of Adjustments and Appeals care of the Director. A decision of the Board is subject to judicial review as provided by law. Subd. 409. Rehearing. Any applicant may within seven (7) days of the date of filing of the Hearing Examiner Planning Commission's or the Board's decision, apply for a rehearing of a variance request denied by the - Heating ExaminerPlanning Commission or the Board if significant new factual evidence relevant to the case not available to the applicant in the original hearing can be presented. The request for a rehearing shall be made to the Board of Adjustments and Appeals care of the Director, and shall state the nature of the new evidence and why it was not previously available. If an application for rehearing is timely made, the time to appeal will be extended until the decision on granting or denying a rehearing is made. If a rehearing is allowed, the Hearing ExaminerPlanning Commission or the Board's decision shall be withdrawn. Application for rehearing shall be considered a new application and the Planning Commission or Board shall issue a decision within the timeframe required by Minnesota Statutes Section 15.99. Subd. 4410. (Repealed, Bill No. 1999-3) Subd. 4-211. Expiration of variance. Any variance granted shall expire one (1) year after it has been granted unless: a) The project for which the variance was granted is completed within the one-year period; or b) Building permits have been issued and substantial work performed; or c) Upon written request of the person or corporation holding the variance, the Council extends the expiration date for an additional period. Subd. 4-312. Term of variance. If the project is completed as approved, the variance shall run with the land and remain in effect for so long as the conditions regulating it are observed. Subd. 4413. Assumed risk. Any applicant who obtains a building permit, starts construction and/or begins a use prior to the expiration of the appeal period, assumes the risk that the decision may be reversed upon appeal. When an appeal is received by the City, the applicant will be notified of the appeal and informed as to the date of the Board meeting where it will be heard. Subd. 4514. Specific project. A variance shall be valid only for the project for which it was granted. Construction of any project shall be in substantial compliance with the building plans and specifications reviewed and approved by the Hearing ExamincrPlanning Commission or Board. Subd. 4615. Violations. Any person who violates, fails to comply with, assists, directs, or permits a violation of the conditions of a variance shall be subject to the provisions outlined in Sections 115 and 320 of the City Code. Such violation may render the variance null and void. Subd. 4-716. Fee. The fee for a variance is set by Appendix D of the City Code. In the case of a request that requires both a variance approval and some other approval by the City Council in conjunction with another planning and zoning application, no additional fee shall be required. Section 3 This Ordinance is effective January 1, 2015 in accordance with Section 3.09 of the Richfield City Charter. Passed by the City Council of the City of Richfield, Minnesota this 9th day of September, 2014. Debbie Goettel, Mayor ATTEST: Nancy Gibbs, City Clerk AGENDA SECTION: PUB.HEARING AGENDA ITEM# 5 REPORT# 140 STAFF REPORT cArt,ee� CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: BETSY OSBORN, SUPPORT SERVICES MANAGER ITLE DEPARTMENT DIRECTOR REVIEW: , ' ; r SIGNATURE OTHER DEPARTMENT REVIEW: [J N/ , SIGNA r REVIEWED BY CITY MANAGER: ITEM FOR COUNCIL CONSIDERATION: Public Hearing for the consideration of the issuance of new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant, 2910 West 66th Street. I. RECOMMENDED ACTION: By Motion: Approve the issuance of new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant, 2910 West 66th Street. II. EXECUTIVE SUMMARY On May 6, 2014 the City received the application materials for new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant. All required information and documents have been received. All licensing fees have been paid. Henry Thou recently purchased Red Pepper Chinese Restaurant from Kiang's Red Pepper, Inc. d/b/a Red Pepper Chinese Restaurant. Effective May 1, 2014 Henry Thou is the sole owner d/b/a Red Pepper Chinese Restaurant. All required information and documents have been provided. All licensing fees have been received. Public Safety has reviewed all required information and documents 082614 Red Pepper PH and has not found any basis for denial. The City council has previously granted these licenses at this location. III. BASIS OF RECOMMENDATION A. BACKGROUND Applications for new on-sale wine and 3.2 percent malt liquor licenses for Henry Thou d/b/a Red Pepper Chinese Restaurant were received by the City on May 6, 2014. The Public Safety background investigation has been completed and reveals the following: As of May 1, 2014, Red Pepper Chinese Restaurant is fully owned by Henry Thou with no spouses, partners, or managers listed. The applications for on-sale wine and 3.2 percent malt liquor licenses will be issued in the name of Henry Thou d/b/a Red Pepper Chinese Restaurant. The applicant has satisfied the following requirements for issuance of licenses: • The required licensing fees have been paid. • Real estate taxes are current. • Proof of commercial and liquor liability insurance has been received showing Scottsdale Insurance Company as affording coverage. As a result of this being a new request for on-sale wine and 3.2 percent malt liquor licenses there is no need for an accountant's statement regarding the food/alcohol ratio. The Public Safety background investigation has been completed. The results of the investigation are summarized in an attachment to this report. The Acting Public Safety Director has reviewed the background investigation report and none of the information in the report would cause the Acting Public Safety Director to recommend denial of the licenses. Wine and 3.2 percent malt liquor licenses require owners of these establishments comply with Resolution No. 9511, which outlines the discipline they can expect if any ongoing problems occur. A copy of this resolution has been given to the owner of the establishment. There are no distance requirements to notify neighbors of the issuance or renewal of on-sale wine and 3.2 percent malt liquor licenses. The Notice of Public Hearing was published in the Richfield Sun Current on August 14, 2014. B. POLICY • Richfield City Code Section 1202 requires owners of on-sale wine and 3.2 percent malt liquor license establishments to comply with all of the provisions of both City Code and State Statues. C. CRITICAL TIMING ISSUES • There are no critical timing issues. . D. FINANCIAL • The required licensing fees have been received. E. LEGAL • The requirements of Resolution 9511 must be met, which outlines the discipline that can be expected if any ongoing problems occur. A copy of this Resolution has been given to Henry Thou. • The required proof of liability insurance coverage has been submitted showing Scottsdale Insurance affording the coverage. F. ENVIRONMENTAL CONSIDERATIONS • There are no environmental considerations. IV. ALTERNATIVE RECOMMENDATION(S) • The Council could deny the requested licenses, which would mean the current applicant would not be able to obtain on-sale wine and 3.2 percent malt liquor licenses. • Schedule the hearing for another date. However, this would delay the licensing process. V. ATTACHMENTS • Summary of background investigation report. VI. PRINCIPAL PARTIES EXPECTED AT MEETING • Henry Thou — Owner, Red Pepper Chinese Restaurant. SUMMARY OF BACKGROUND INVESTIGATION FOR HENRY THOU d/b/a RED PEPPER CHINESE RESTAURANT Officer(s): Henry Thou, Owner Criminal History: Criminal history checks were conducted on the applicant. There were no adverse entries for the applicant. Premises: The property is owned by DRFC Southdale Square, LLC and leased by Kiang's Red Pepper, Inc. The applicant has provided a copy of the assignment of lease transferring the lease to Henry Thou as an individual. Record of Service Calls: Being a new business, there are no records of service calls. • Violations: Being a new business, there have been no violations. Routine Information: On-sale wine and 3.2 percent malt liquor licenses require owners of these establishments to comply with Resolution No. 9511, which outlines the discipline they can expect if any ongoing problems occur. A copy of this resolution has been given to the owner of the establishment. There are no distant requirements to notify neighbors of the issuance of new on- sale wine and 3.2 percent malt liquor licenses. The notice of Public Hearing was published in the Richfield Sun Current on August 14, 2014. AGENDA SECTION: PUB.HEARING AGENDA ITEM# 6 REPORT# 141 STAFF REPORT e, ff,,"� #04 CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: MATT BRILLHART,PLANNING TECH. NAME,TITLE DEPARTMENT DIRECTOR REVIEW: C4 "Ail ' NATURE OTHER DEPARTMENT REVIEW: SIGNAT ♦.- . REVIEWED BY CITY MANAGER: if Ei. , / c. - i , _ , ITEM FOR COUNCIL CONSIDERATION: Public hearing to consider a request for an amendment to a Conditional Use Permit and a Variance at 7450 Penn Avenue. The proposed amendment requests site changes at the South Education Center to add a youth soccer field and accessory structure. A variance is requested to allow a six-foot tall fence. I. RECOMMENDED ACTION: Conduct and close a public hearing and by motion: Approve an Amended Conditional Use Permit and a Variance to allow construction of a soccer field and accessory structures at an existing educational facility at 7450 Penn Avenue. II. EXECUTIVE SUMMARY Intermediate School District 287 operates the South Education Center at 7450 Penn Avenue. The City Council approved an amended Conditional Use Permit (CUP) for a new school facility in 2006. District 287 has applied for a CUP amendment to allow construction of a new recreational soccer field, walking track, and an accessory building. The 150 foot by 210 foot field would be smaller than a full-sized soccer field and intended for younger players. The facility would be shared with the Richfield Parks and Recreation Department. The proposed field meets all requirements for the issuance of an amended Conditional Use Permit. The zoning code restricts fences to four (4) feet in height forward of the principal building. The applicant is requesting a variance to allow 082614—7450 Penn Ave ACUP VAR.docx a six (6) foot tall fence along the southern perimeter of the soccer field to prevent soccer balls from leaving the area and creating a hazard on the nearby trail and roadway. III. BASIS OF RECOMMENDATION A. BACKGROUND • On August 11, 2014 the Planning Commission recommended approval of the amended Conditional Use Permit and Variance (5-1). Concern was raised regarding the risk of soccer balls leaving the playing field and creating a safety hazard on Penn Avenue. The fence height, as proposed, is four (4) feet along the eastern perimeter of the property. As part of the City's Administrative Review Committee, the Public Works Department reviewed the proposal and did not indicate a particular concern over the matter. In the event that a four foot tall fence along Penn Avenue is not sufficient, this approval would permit the applicant to modify the fence height to six feet along the eastern perimeter of the field. The Planning Commission also suggested that temporary netting or fencing could be erected as needed during soccer games. Staff has found that this would be permitted under the zoning code. B. POLICY • A conditional use permit allowing both an educational facility and day care at the site already exists. While a conditional use permit runs with the land, in accordance with Subsection 547.09, Subd. 11 of the Zoning Code, significant changes in the circumstances or scope of the use require an amendment to the original permit. Significant changes may include, but are not limited to: hours of operation, increase in number of employees, expansion of structure or premises, or major operational modifications, as determined by the Community Development Director. The construction of a new recreational soccer field is considered to be a significant change. • In the Single Family (R) zoning district, schools are a conditionally permitted use. One of the conditions of permitting schools is that "Outdoor recreational facilities designed for group activities shall be set back at least 40 feet from any lot line." The applicant is proposing to build a youth soccer field surrounded by an asphalt walking track. The proposed soccer field meets the setback requirement. Along with the field, the applicant is proposing an accessory structure to store ground keeping equipment. • The applicant is requesting a variance related to the fence along the southern perimeter of the soccer field. The Zoning Code states that "no fence more than four (4) feet in height shall be constructed forward of the front line of the principal building extended to the side lot lines." A six (6) foot tall fence is proposed along the southern perimeter of the field to prevent soccer balls from leaving the area and creating a hazard on the nearby trail and roadway. • Strict enforcement of the Zoning Code would cause a practical difficulty for the applicant. Locating a soccer field, accessory building, and associated fencing on this site is a reasonable use of the property. The property is a through lot with frontages on both Penn Avenue and Sheridan Avenue. The South Education Center facility was built on the western portion of the property out of necessity, as a former public school building stood on the area now proposed for the soccer field. It is not possible to locate the field in another location on the property. These unique circumstances were not created by the applicant, and therefore staff is recommending approval of the variance. C. CRITICAL TIMING ISSUES • 60-DAY RULE: The 60-day clock 'started' when this application was deemed complete on July 14, 2014. A decision is required by September 12, 2014 OR the Council must notify the applicant that it is extending the deadline (up to a maximum of 60 additional days or 120 days total) for issuing a decision. D. FINANCIAL • The required processing fee has been paid. E. LEGAL • A public hearing was held before the Planning Commission on August 11, 2014. No members of the public spoke at the hearing. • Notice of the public hearing was published in the Sun Current in accordance with State and Local requirements. Properties within 350 feet were notified by mail. • In addition to the public hearing held on August 11th, variance requests applied for in conjunction with another land use request require a public hearing before the Council. Tonight's public hearing was published in the Sun Current Newspaper and notice mailed to properties within 350 feet. F. ENVIRONMENTAL CONSIDERATIONS • The proposal is being reviewed by the Nine Mile Creek Watershed District. IV. ALTERNATIVE RECOMMENDATION(S) • Approve the attached Resolution with additional and/or amended stipulations. • Deny the request with a finding that the proposed use would have an adverse impact on surrounding properties or the City as a whole. V. ATTACHMENTS • Resolution • Requirements documentation • Site plans • Zoning & Planning maps VI. PRINCIPAL PARTIES EXPECTED AT MEETING • Michael Cowles, Director of Facilities, Intermediate School District 287 • Mark Kusnierek, Architect, TSP RESOLUTION NO. RESOLUTION APPROVING AN AMENDMENT TO THE CONDITIONAL USE PERMIT AND A VARIANCE TO ALLOW CONSTRUCTION OF A SOCCER FIELD AND ACCESSORY STRUCTURES AT AN EXISTING EDUCATIONAL FACILITY AT 7450 PENN AVENUE WHEREAS, an application has been filed with the City of Richfield which requests approval of an amendment to the conditional use permit to allow the construction of a soccer field at property commonly known as 7450 Penn Avenue (South Education Center, herein "The Property"), property legally described as: That part of the South 1031.25 feet of the Northeast Quarter of the Southeast Quarter of Section 32, Township 28, Range 24 lying East of the East line of Sheridan Avenue South and North of Saint Richards Addition. WHEREAS, the Planning Commission of the City of Richfield held a public hearing and recommended approval of the requested amendment and variance at its August 11, 2014 meeting; and WHEREAS, this requested amendment at 7450 Penn Avenue meets the requirements necessary for issuing a conditional use permit as specified in Richfield's Zoning Code, Section 547.09; and WHEREAS, the Zoning Code states that no fence more than four (4) feet in height shall be constructed or permitted to grow forward of the front line of the principal building extended to the side lot lines; and WHEREAS, Minnesota Statutes Section 462.357, Subdivision 6, provides for the granting of variances to the literal provisions of the zoning regulations in instances where their enforcement would cause "practical difficulty" to the owners of the property under consideration; and WHEREAS, based on the findings below, the Richfield City Council approves the requested variance from Richfield Zoning Code Subsection 509.15, Subd. 3; and WHEREAS, the City has fully considered the request for approval of the conditional use permit; NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Richfield, Minnesota, as follows: 1. The City Council makes the following general findings: a. The Property is zoned Single Family Residential (R). b. The Zoning Code states that no fence more than four (4) feet in height shall be constructed or permitted to grow forward of the front line of the principal building extended to the side lot lines. The proposed fence would be six (6) feet tall along the southern perimeter of the field and four (4) feet along the eastern perimeter (Penn Avenue). In the event that a four foot tall fence along Penn Avenue is not sufficient, this approval would permit the applicant to modify the fence height to six feet along the eastern perimeter of the field. A variance from Subsection 509.15 is required. 2. With respect to the application for a variance from the above-listed requirement, the City Council makes the following findings: a. Strict enforcement of Richfield Zoning Code Subsection 509.15, Subd. 3 would cause a practical difficulty. The proposed soccer field and accessory structure meet all requirements. A six foot fence is proposed to prevent soccer balls from leaving the field and entering the nearby roadway. Constructing a soccer field and accessory building on this site is a reasonable use of The Property. b. Unique circumstances affect the Property that were not created by the applicant. The property is a through lot with frontages on both Penn Avenue and Sheridan Avenue. The South Education Center facility was built on the western portion of the property out of necessity, as a former public school building stood on the area now proposed for the field. The area proposed for a soccer field is entirely located forward of the principal building and any fence is thereby restricted to four (4) feet in height by code. It is not possible to locate the field in another location on the property. c. Granting the requested variance will not alter the character of the neighborhood. The proposed fence is located along the southern perimeter of the site, adjacent to a trail and private drive and is screened with existing trees. If necessary, a six foot tall fence along the eastern perimeter would be set back from Penn Avenue and screened with landscaping. d. The variance requested is the minimum necessary to alleviate the practical difficulty. The proposed variance will allow the construction of a fence that supports safe use of the soccer field. A six foot tall fence is only proposed where deemed necessary along the southern perimeter of the field. The remainder of the proposed fence is four feet tall, in conformance with the zoning code. In the event that the four foot tall fence along Penn Avenue becomes a safety issue, it is reasonable to allow the applicant to modify the fence height to six feet along the eastern perimeter of the field. 3. Based on the above findings, a variance is hereby approved to permit a fence six (6) feet in height, forward of the principal building. 4. A conditional use permit is issued to allow a construction of a soccer field and accessory structures, as described in City Council Letter No. , on the Subject Property legally described above. 5. This conditional use permit is subject to the following conditions in addition to those specified in Section 547.09 of the City's Zoning Ordinance: • The applicant shall be responsible for maintenance of landscaping. Any trees that die shall be replaced; and • That the applicant apply for building permits as required prior to any work beginning; and • The applicant must comply with all requirements of the Administrative Review Committee Report dated July 10, 2014. • That the recipient of this conditional use permit record this Resolution with the County, pursuant to Minnesota Statutes Section 462.36, Subd. 1 and the City's Zoning Ordinance Section 546.05, Subd. 7. 6. This conditional use permit shall expire one year after it has been issued unless 1) the use for which the permit was granted has commenced; or 2) Building permits have been issued and substantial work performed; or 3) Upon written request of the applicant, the Council extends the expiration date for an additional period not to exceed one year. Expiration is governed by the City Zoning Ordinance, Section 547.09, Subdivision 9. 7. This conditional use permit shall remain in effect for so long as conditions regulating it are observed, and the conditional use permit shall expire if normal operation of the use has been discontinued for 12 or more months, as required by the City's Zoning Ordinance, Section 547.09, Subd. 10. Adopted by the City Council of the City of Richfield, Minnesota this 26th day of August 2014. Debbie Goettel, Mayor ATTEST: Nancy Gibbs, City Clerk Code Requirements / Required Findings Part 1: The findings necessary to issue a Conditional Use Permit (CUP) are as follows (Subd. 547.09, Subd. 6): a) The proposed use is consistent with the goals, policies and objectives of the City's Comprehensive Plan. This requirement is met. The Comprehensive Plan designates this property as a "Quasi-Public" use, of which a school is one. b) The proposed use is consistent with the purposes of the Zoning Code and the purposes of the zoning district in which the applicant intends to locate the proposed use. This requirement is met. Schools are allowed as a conditional use in the Single-Family Residential (R) district, subject to the provisions of Subsection 514.07, Subd. 5. The proposed soccer field meets the requirements. The proposed use requests one variance: to allow a fence taller than the four foot maximum permitted on that portion of the site. c) The proposed use is consistent with any officially adopted redevelopment plans or urban design guidelines. N/A d) The proposed use is or will be in compliance with the performance standards specified in Section 544 of this Code. This requirement is met. In addition to the existing landscaping on the site, the applicant proposes additional plantings to screen the field from adjacent properties. No additional lighting is proposed. Parking demand is not expected to change. The field will be used by students during regular school hours. Use of the field during off-school hours will be programmed by Richfield Parks and Recreation. e) The proposed use will not have undue adverse impacts on government facilities, utilities, services or existing or proposed improvements. This requirement is met. The submitted plans have been reviewed by the Public Works Department and no undue adverse impacts are anticipated. f) The use will not have undue adverse impacts on the public health, safety or welfare. No undue adverse impacts are anticipated. The applicant must comply with all requirements of the Administrative Review Committee Report dated July 10, 2014. g) There is a public need for such use at the proposed location. This requirement is met. The proposed soccer field will enhance outdoor recreational opportunities for students and Richfield residents alike, as the facility with be shared with the City's Parks and Recreation Department. h) The proposed use meets or will meet all the specific conditions set by this Code for the granting of such conditional use permit. This requirement is met. Part 2: The findings necessary to approve a variance are as follows (Subd. 547.11): 1. There are "practical difficulties"that prevent the applicant from using the property in a reasonable manner. 2. There are usual or unique circumstances that apply to the property which were not created by the applicant and do not apply generally to other properties in the same zone or vicinity. 3. The variance would not alter the character of the neighborhood or the locality. 4. The variance is the minimum necessary to alleviate the practical difficulty. 5. The variance is in harmony with the general purpose and intent of the ordinance and consistent with the Comprehensive Plan. The applicant has requested variances from the following requirement: - No fence, wall, or hedge more than four (4) feet in height shall be constructed or permitted to grow forward of the front line of the principal building extended to the side lot lines (Subsection 509.15, Subd. 3) The applicant is proposing to use the property in a reasonable manner. Strict enforcement of Richfield Zoning Code Subsection 509.15, Subd. 3 would cause a practical difficulty. The proposed soccer field and accessory structure meet all requirements. A six foot fence is proposed to prevent balls from leaving the field and entering the nearby roadway. Unique circumstances affect the Property that were not created by the applicant exist. The property is a through lot with frontages on both Penn Avenue and Sheridan Avenue. The South Education Center facility was built on the western portion of the property out of necessity, as a former public school building stood on the area now proposed for the soccer field. The area proposed for the field is entirely located forward of the principal building and any fence is thereby restricted to four (4) feet in height by code. It is not possible to locate the field in another location on the property. Granting the requested variance will not alter the character of the neighborhood. The proposed fence is located along the southern perimeter of the site, adjacent to a trail and private drive and is screened with existing trees. The variance requested is the minimum necessary to alleviate the practical difficulty. The proposed variance will allow the construction of a fence that supports safe use of the field. A six foot tall fence is only proposed where deemed necessary along the southern perimeter of the field. The remainder of the proposed fence is four feet tall, in conformance with the zoning code. In the event that the four foot tall fence along Penn Avenue becomes a safety issue, it is reasonable to allow the applicant to modify the fence height to six feet along the eastern perimeter of the field. The variance is in harmony with the general purpose and intent of the ordinance and consistent with the Comprehensive Plan. NE CON.SEC.32.T.28.R.24-%' ``\ X { • { C I { `t I I { I -w E1/4 COR,SEC.32,t 28.R.24_-./ $ ', { L,J { I r 12-FES_ !-�'LINE 111E 0•1031.21 FEET LI, I { ( = UNKNOWN U.I._ INV.ELEV.=843.19 ' j OF 1�iE NE 1/4 Qi SE 1/4 OF SEC,J2 ( S10RMCEPTOR M.H. I I CY I ir,i I _ PoM-847.1 , { { ,PoM=648,14 { j INV.=844.1 - { / I I m 843.97 . 1 it r RIM-- RIM-847.7!! ` i z I INV.ELEV.=843.7s"'\ �\ { I ',' /1°INV-=544'5 N 89'53'48° E { 956.77 \ I { •UNKNOWN M �, ¢'? h 'p< �1 a e fe t �.' rS \ ‘3.1. ' .'`R 17 " �s1 $� a 5 .923.77{ a yr s✓ et w a a es a <, ss� !'`r.' ,i// ✓`".- - ' `�*- s -\-a4� _ eS 'S,.. ., IS. -_ �5 '.� " .. 4.. _ �. .. . �i_ 5. _ _ .6. „_ _'S.. r .r y . 1 `' `,1`Jr, „ -- -1-8451• •,,Zc��-°p4a- '' k s, • ` �f'`s9x..sz x �i -- _, w, -'4 e 6---est- `3-- v° \ 8$4�-- � ">Sr �'" {( A __+f44- -e"Fy lt- '844.-"2 _844_84 `T•d - - -848 -8ir2 90 Tx- ∎ M, \ \ - ,_ -854 ` M'a° �i ' t7 ; BSS,, a ItLeI p 1 SCALE: 1/NCH=40 FEET -r I rrr\\ T.r'r'G" -B4s �"�--a4s •,?:_=543$4f �egf.s..9` : .;'..:�.%r_, ro ,y'+fir !x a�� ,_` - \ x ai ,, { t_L 1 Ij'`y, xen846 =-'y >€- 3-a.sxx- ('�� ,, -�^�.. Ri; _ �P::' s �r•'c 9^ xe 'e .Ids I I f,p' R/-sa7 84�-- o �•= �r; t'3 4g/ ,. , f y .:< -1D t% 855 X¢r✓ np I F'_ n �X@' 'are '�C,, ✓ / tr es� A @r a 1 f'- ,.I I \ 5F1. \\ 1-) :1 I i1.1 °.,� j u ,�c;rxewz�'x°' kal',o>£dP d, .s0.. -?� ' a,'r-m� J CB. ryr °4 °.o �- C'a ° e' 6 C l t�J e°�TUM NWSee PoM=849.89 / °x 1_`!_ I � .,+/ejjs.)ec/�ems',- ea - ! �c°` )-'�r'dg' s- ::. o � :� t2"tNV.=845.1 °'°°j ''' N1 �¢ - /::, �' SOING e' as REVISIONS (i) I f l �jj�() v x s y t3. / •.F, c,a, / esa3x +I Il l�s�l�1�41 /l Bn.e , " \,5 Xe,9+r 3 .- �� ,„o __1614.80.54 % '1 ELEV28 ` - {�H 1 c X� �y_ I �`I 'V Dote:L J_ ( 1$I 1 1 I I L- a f IL ..//�,�, Hem. \ s 50 BULpNG /� � !LIJ : ^I] PoP-RAP 4y `0 `` / OVERHANG / / /� 4„ x�✓ ' 'y J X, \ 'ab •x i 1 // / x3 . /� ass.s 7450 PENN AVENUE SWTH sic `L / �\ 33 I`�__^_ ' " .°I / k / ` 2-STORY CONCRETE BLOK BUILDING er .} ~Q. ! _SL 8NG \ t e, ,{!j 6/5. ;vin e f 's. / .854.�r a FOOTPRW a/ / / R ELEV 36 \ QU fn;rP�.. eo T / fr ,:y 4�x 1 Qt ¢r, S'3Y A-5114)SO FT d- ! 1 9 � e r g 7 g? I lm ! 1 / Y` IN = 3 9" ' B5o3 '•a x � (\ ` X J I { - 4} 1 1 �•'r� e,5e,c.Y.- O U \ . 01 / . A Q.'1 �I� • L, . ° k J ,' 1 1. e�4 e 1 4g X ® <� t j {i .,: $ 1 '1%,,, a° 'f &.., r s'°x T ,( a °`b 'x 4' 9.1' xe 'b e tr✓ '�gr, ' , J r a/ .46 4g - ''e 4y iv s e r °y- 9 I { LQ1 y6' °s✓ / E '� au=B y o P axi 'k \` 1 1. , X 49 8"INV.=8 ,o '✓N J'y /1 �° 4�C � cV I 1 / - vx4. r, -. �(/ ry a :. , ?b % < +* ,.+ 17s° y! •11"P' qrJ ¢, •y -�1 k q,la i- X `�_` � { - SIDEWALK EASEMENT PER 1 flereb certif that this surve, ion or .../' C.B. e, 2 'z r • �• I 'OOC.NOS.2499071 @ 2483526 Y Y Y P J -.1-ti. f `p0 ° „.5554 "' ' �: �PoM=S+3.66 �` ?\' T eweec' � ✓x gay,, L� I �1 4a j• 1 N report was prepared by me or under my �1 direct supervision and that I am a dui -r . I;.'I /^850' / 12 INV.=842.9 BUILDING l q.•.. • $r A �r 1 / ,..�.- �F�' M' ^ P.0.8.EASEMENT Y _L l�r l � o" ....::-....-..7-:..-. ,...-::-.......' OVERHANG- / d'.-' .r" A: p vg `-t/ aGd• T $ erg, '.\tie ,.\' / I \I 1 v 1 4�.' . J-1 T i "'�'' Registered Land Surveyor under the lows 11;Y ;° / xaw;. e. xawe le zs" 5-sae �+�a<ngrx w1 ti r 1 I(/) z it 4rX ,,. f �* mod., . PoM-849,07 /SAN.M.H. .(TM) �e i gs X�.� /os 7 <t I cck qLk 1 q4k J o yyw. of the State of Minnesota I EBOTTOM INV.842.6 - \ °4 1 Y • 'ar, N.> I j J <%/1 %I' ¢ 1\\,. •'e,4 (SP .0 ---*4''., ?9 '8"MNV 8418 r1 B4; N. ,,, , _, - �y 4. `its 'V _SOIL BORING / -d ",•STORM_L1,11_ &1 V 1 ! JCC ry M'P,�6 pep,°. ,V'y/ z �. 3 `e^NDT p 1 - `l ejo x519., {E 1 ' r ELEV.g854.12 RTM-B51.15 I- 1-r} -- _` '.o, c.e. , ` e. b q,✓ / / \S� 12"NE INV.= 2.2 \ ) fIIIA=843.05' �asgc K`- 'o I yo ,$+ %,,,,, Sr 12°s INV.-8 2.1 //�' \ \ 4!'�• )P r COVERED i �y IAn x�� 'S, sir i •3'rX x� x Thome Ai_44,32e_______orff,L.S T�j-, \ 0-..y''c / .' B4eaoc l�i�-TIP :m'0. LS / �,'t xd' tr ''G `s it /0 ."'ran' , •'aed' �\ Minnesot g.No. 236 Top OF 8,8E 'J II ,i 4T\\\S`` \. .'60: ✓ _/ i v H ^ 9.x8 \a!q va p // //¢ X)°--^.-4''. j r:. i ° a 1 i / I o m g\', ELEV.-849,20 1 I (,',..„-.>‘..c...3.....,....,,•,', / / __ 1 I I \ . . 54a ,!e r .'h-:'A9 9. / or 1 k dy e°'° ee ' qG °y i { i ( I oTr Y \ \ ),g. 4 `�� ""P ma�cc,, �Q I '° g49 °jva ¢ x - \" 453o'ti'1f' k' ?\\ .° 4 ..,..•:::;:-...".'...‘..::-•T.: - , - / 0 �"�\ 1� a BITUIINWS &° gg°'a' .'_ Q 'ar 1 --, x ° ✓X '. e.'x / I Dote: -u�.2T,2014 c.e. `�' 1 1 �ee4\\\ �^t -vs a ° /•iru:i.inis I:r11;tS 1 tli t"a�\`\\,t s a _,, 4a-� 9-_.-' \ q� '� '-. �" ,:i...r.•I. .A LS �'X ,• ne •- s!t�'/11, /h \ ,, 105 \ 1s„//��'`.. ak / I ,� lm'T \\♦ \ ��R�F _.:x�_�- a eas.:: -'4'..?..-- -e4r / v �' \ � Sc ` / - ay 15 1&.\\ 4 °" [ - w.lc '� La}s tr t �� - °_.t .' dl l ( ' \ ' / �` LI,' ^'� BOUNDARY ass-a / > \ eq,\ I 4 L -A- '? - __ _-` 4 BITUMINW t- -5TH SREEEST .' - . - s. a i AND r° '`r_��...�sl 15- �_; aT -1,,rr l∎' •, °�,i, . a_ °'3 t.4f. � _ � ��= 1 I I \ -,,-_,-,-14 TOPOGRAPHICAL SURVEY %' .,- 184)�,4yr 846 4Yyi A IiX, , }[ yr '`� 1J f` C .n \ 9eb- •./ _ d. R, ", _` _ 1i J �'.r e, ,03... .---1- 1) ! ...3 1 i rrT tArr^T•UNKNOYM M.H.: :9. -. .,-- - •-•-::::--- r S°46� Fox\ 1 \ 'h.`•`"e. ,` \\'c�' Meg a° °x />i°` ` 'c�:r 6751,50, '5,o l5`'b R d? �,/ f z 1 .� !)n I 1 J I 1\LL I YYt_.: PoM=848.88 , 4 'Iv.`\ s.e2 •°�81TUMINWS P� re'!p a,° �� Q'8 of i°x B�1 es .;q,� 1° ,`�aij 4 s ` �TUWNWSS'\ ��x� ` 4 a�R sb $ °'r 56 �'c ,44 X.•8 'c° �`83XX"" x°°n 1st• ' I ' I 0 i �1f' p �. m Jr� B"INV,-840,7 Ik \ _ 4>�:TigL441A'r1.G.•: • 1\ , ^`, B -, -...> X-060 X.50315 x585895 3:0'60 Xa5�. X551.00 X051 5c X55z4v - 1 I Fore f o ' a Xe4e+x xa.e xc X \ Bq •, 1• 1.1 1 I --, /' ,° `.,•P • ' e.4% ^ evN,J 1 `s \o ° _ X ,8 _ - - ` - - )' Q )tic�_ 'ihy '/_ 1•• rr�4 Sec .aa .�. O&M '� _ { - ' \ :c 'Y '9 's. c _S ' a �� o a c I,O •• . I- - _- ..._ - - I % \, agA=849 a 923.57 \ a,0 e° I t/ PoMZ-849,731,{ _ ``\SAN.M.H. i , r ', tt IS"INV. 843.7\` \` SAN_M H ) ) TSP PoM=648 hn ' 1 \ \ \ �`,S 89'53'48" W 956.57 \ \,IIM(NOWN M.H. '{ ' 18"INV.=841,7 I I 8"INK=840.2 i 1 `'C.B. \ `\,STORM M-H._ \ Rill=85063 RTLia84994 i 1 ; PoM=846.75 PoM=$47.2'6 NSJ NUT HYDRANT \ 24"INV.=936.5 / z% I 12"FES_J irr ' INV.-842.8 \ `\\\ 18"W INV.=843.3 `--TOP NUT HYDRANT , / '{ WV.ELEV.=841.55 C,B. \i_B-_ ` ELEV=851,56 t j '' { LEGEND % Pots 84734' ` PoLi 916.94 - - ;/j I SAN_M.14 J 18"INV,-842.5 \ 15"INV.=844.2 'SAN.14.11. STREET&UDUTYEASEMENT 'r' 18"FES_J ROA=846.53 t--NORTH LNE OF SAINT RICHARD'S ADDITION PoM=848.86 PER DOC.NO.1148186- r { 0 Property Monument INV.ELEV.-841,72 8"INV.=841.1 24°INV=636.5 I2::: .....r:i::-:::'iii%i':-:-:-�Y.:!..I Concrete Jr I Concrete Curb { SITE: -- Underground Telephone ^A Ih IT 11/`I I A'In3; A nnlTl/\A Water nu v 1 Fit\✓nr,hv. nuvl I Ivl v i I 1SD287 -- -- - Gas - Fence - - Overhead Electric 7450 PENN AVENUE SOUTH --- Sanitary Sewer ----..-- Storm Sewer Underground Electric \\-5E Cat.a:NE 1/4 RICHFIELD,MINNESOTA o Electric Meter LEGAL DESCRIPTION of SE 1/4 OF SEC.32 o Electric Box GENERAL NOTES: O Electric Manhole part HENNEPIN COUNTY S Unknown Manhole 1.The teeming gatem used k wormed. That art of the South 1031.25 feet of the Northeast Quarter of the ¢ Hydrant Southeast Quarter of Section 32, Township 28,Range 24 lying East line of 0 Pole 2.The location of the underground taillike shown hereon.If any,ore approximate only, Sheridan Avenue South and North of Saint Richards Addition. U PURSUANT TO LISA 2160 CONTACT GOPHER STATE ONE CALL AT(612)454-0002 PRIOR TO Guy Wee Anchor ANY EXCAVATION. G e Gate Valve I M S 3.Subject property Identified as being "Zone C.Other Aroma"on Food insurance Rate S atchbosi Catchbasin Mop Na.,27053C0456E,effective dote September 2.2004. ® Air Conditioning Unit 4.Told site oroo-384,628 square feet-B.Oe acres kdwllnq t of T.Z.ite area-381,55.gaare reel-8.75 acres ezdudhg: 1'1l at ay NOTES CORRESPONDING TO EASEMENTS: HARRY S.JOHNSON CO.,INC. Deciduous Tree(Diameter In Inches) 6� 5.There are o total of 140 striped parking stage on sold property,of which there ore 7 •\ Coniferous Tree(Diameter in Inches) designated as handicap. RECasem AS MEMORIALS Otreat ON CERTIFICATE ty pnrp of TITLE LAND SURVEYORS Light Pole 6.Ws survey was mode on the ground. Permanent easement for street and utMt purposes w recorded In Quit Coin Deed Document Number 1148186.SHOWN ON SURVEY. 9063 Lyndale Avenue South O Gas Meter .Na current title work was furnished for the e y gal description. Permanent eoewlwt for sidewoik purposes os recorded In Notice of Lk Pendent Document p Telephone Box recorded or unrecorded easements and encumbron�or,of to revisio upon receipt of Number 2499071.SHOWN ON SURVEY. Bloomington, 2-88 INJJ(01T,MN.55437 ® Telephone Manhole current title work Permanent easement for sidewalk purposes os recorded In Quit Claim Deed Document Number Tale.952-8845341 Fax 952-884-5344 ® Unknown Manhole ® Sanitary Manhole 8.Elevation datum W boxed on NAVD 88 data. 2493526.SHORN ON SURVEY. HS O Storm Manhole b located Top Nut Hydrant --_-906--- Existing Contour (AS SHOWN ON SURVEY) www.hsJaurveyors.aom Devotion-851.58 X 851270 Existing Spot Elevation Gutter X 934.3 Existing Spot Elevation 38 Foe No, 40 20 0 40 80 120 STATEMENT OF POSSIBLE ENCROACHMENTS: m,, 1 3_8851 ��-8� There ore no visible above ground encroachments o\er or ocrws any property Knee of 38 W.O.Numbr SCALE IN FEET subject property. Clx remeo 2014232 CT �••' 1 OF 1 1 1 2 I 3 5 N I 4 I BUILDING-SEE END 4'HIGH CHAIN I i o g ■ARCHITECTURAL DRAYANGS—— —__—.—_._—.--.—.—_ .— EXISTING FENCE �/// POROUS ASPHALT ro �iI M 0s a CONNECTOR WALK - NORTH CONCRETE (C5/C-501) WALK HERE TO MATCH WIDTH a" ISP NOR1H OF IXISTING V 13 DRNEx -.�I S ER _ 8' J To Solve.To Excel.Together. o ///1 02.1 \ POROUS ASPHALT TRACK SEE OS/C-501 FOR SECTION-STRIPE 3-42'WIDE A �,X�) TSP,Inc. D //// , LANES USING 4"WHITE STRIPING PAINT � , � I ' '` ' 1? 1//� p N , fax (852)474-3928 r , EX/ST'EIGHT WIDTH WWW.teamtsp.com 12.8 �-- ( ��_ SOIL BORINe .•IL Pir BORING \� iI °o T' C1, Q _ �LEV.=853.•7 • 'L.V.=855.28-�\ ___I >< ill � nrc}AtecWre a I : II rii InteriorPesign ;/970 Engilleerwlg °x ill /3.7 I INSr /./././K'7 CONC R CURB CONSULTANTS / '� MID TTER IN ,°,� PUCE OF r1) � REM DRNEH IX5 c wTH O J IGHT _ J x PATCH ASPHALT �•, / 1 WWI'at BY / 0 OIL BORING ' '•SOUTH EDUCATION 4 3 G_ J i EL =854.36 C CENTER BUILDING / /,� ct Q I I x4 I ` C CL iLk� v' 75 I 7s' n' i izsa' �� I z• co Y rah,PO / // ." 17� PROFESSIONAL ENGINEER 102.0 I le I Haws Decry naHw qat wadia►a.« w anpap,edbyan«underayaaaaaga�t,bn •I 3 rd Mtlsna6yUoemetlPMeWaWENiMr 1 s .6:01. ,...t ,sworMi•mok. - I I ) 0 (I i e PM N�ae. RahMA Mama RE TED REfE - die 0e27.14 Uoawi�2951 r.).> I • �(TMP) I ' (D4 C-501) ' PROJECT TIRE t n G BITUMINOUS Q /�G��o x �3 INTERMEDIATE c~i1 Gs s DISTRICT 287 CD 11 1-' - _ • 3 SOUTH EDUCATION ----- z � CENTER PLAYFIELD B _ J �� SOIL BORING /1\• RICHFIELD,MN BEGIN 4'HIGH •• \ i ELEV.=.854.12 , " B - CHAIN LINKFENCE rn \ 11 3 9 ISSUES A O ) � _ PARKING STA LS - IINKFENCE DHMN �, m FENCE FOR x 3 END 4'HIGH CHAIN a DETAIL . SUB 06/27/14 RENEW ESO PTIO ORXCS r NSNSTALL DEPRESSED ) Si UNKFENCE 7 CURB -5'WOE d k" \. I `7: y MARK DATE cesctnPrpN -TAPER F -�4I ( / REVBONS ei TO O"IN 6.78' _ i _BITUMINOUS . �� ,i 9 RKING STA LS /' m I!Rio � .ow 6 �Y., ' 3 — EL (3( es 1 IIIIII 3.1 Illit E c4., i END 6'RICH CHAIN UNK I _07/��14 RENEWS FENCE-BEGIN 4'HIGH kii BITUMINOUS PATH PARKING SIGN PER BITUMINOUS PATH PRaECr/ 05121112 o DRAW BY T\ _ U �ATE CODE r \\` 1,/ ! 40Z•Z•TL•ZIIW&o 1 l., 'i-8 � `. ANOcOAPTEDDLL AND 3 0 A SITE LAYOUT ;60 g ACCESS AISLE- a_�- `\ STRIPING PER o moo. _�¢ �� \� LOCAL/STATE CODE 0 I- �� \\ BITUMINOUS "'°'c Ito CID 3 NORTH v 8SCALE:SITE LAYOUT �' SHEEf NUMBER c A' SCALE 1"=20'-0" \ \ I _ 1 1 2 1 3 r 4 5 oC ■ 1 I 2 I 3 I 4 I 5 POLY EDGING WITH 3'SHREDDED HARDWOOD MULCH I• ( x X X X I X X X X X X X X 9( X X )X X X X X X ►M-° •,,�i�►_._I n__� IL►--� k►Ii _,,i)41111_0744- •WfWtlEDpj , ;. Tr SP ‘I- , 0 - --IW*-', -40,-WIPT--1-syrigpv-•-■■■•roil•■ •I'Aii0w..."14.44 kiltirWl -*• 1 2=006'W000�ISANR`- — — — To Solve.To Excel.'Together ' \ � TSP,Inc 2 '',••..�. '.• .. EXISTING 4-PINE'AUSTRIAN'FULL FORM TO GRADE a W 11 f MAPLE e'Hr.BB 16707 eap Excelsior 5345 a ❑ `/ / MimeapoNs,MN 55345 / SHED SEE A-101 4-OAK'SWAMP WHITE'r / // BITUMINOUS N / z 1/r CAL. BB-MATCHING �1� j ❑ a\ Q ( , I plane:(952)4743291 J • }" 4-PINE'AUSTRIAN'FULL FORM TO GRADE ,�, 16X:(952)4743928 / EXISTING / II // 1VINV. .00111 MAPLE w // O Q 1 x II. ATddte( (re in...06.n , En....9 . • _o_ • * - 1 ,; .--� NOTES: CONSULTANTS .,:• . .,•:1 DOMING 1)ALL AREAS DISTURBED BY NEW CONSTRUCTION I' / '''y MAPLE SHALL BE SODDED(NO SEED ALLOWED). / fff / 2)CONTRACTOR TO DESIGN BUILD IRRIGATION SYSTEM Olt //f FOR THE ENTIRE AREA CONNECT TO EXISTING SYSTEM / / �1 (EXISTING DOCUMENTS AVABLE UPON REQUEST) ,' SOUTH EDUCATION / III) CENTER BUILDING o J i c////,,, � N � { x . Ii � c /// : Q EXISTING 4p �� / o_ MAPLE (7 i / /// . o cK o - POROUS ASPHALT �I 111 i PAVING II 1 .'� EXISTING x 'EXISTING 'TUMINOUS NTERE DISTs il SOUTH EDUCATION I I. ; ' Z EXISTING �\� + x CENTER PLAYFIELD B • ' I :o I MAPLE ' ' 111/ B flICHFIELD,MN . ' I- \ / ISSUES Y SUB 06/27/14 REVIEW'SUBLOTTN.DIMS I (f) \ / 011 \' . ':.:':.'.; '.' — L` 11 PA,RKING L1s J C / 1114 AM DATE oESCT6PTION s a d \�' i/ 1! REVISIONS EXISTING---�` — -- — 5-ELM'ACCOLADE' °' BITUMINOUS MAPLE 11 2 Mt BB -- ---- - 19 PARKING TA LS ///�\\ // E%ISTINC /` MMLE ♦ x X X x X OW -- oEXISTING — -� ___ —_. 24°ASH _i E%ISAAC 20"MAPLE 6-MMLE'SIENNA GLEN' eK 4 ;o; .o, �G EXISTING __ 7/14/14 Qty Comments G LIGHT µV6( DATE DESCRIPTION d' BITUMINOUS PATH EXISTING 24" BITUMINOUS PATH ce/ 05121112 N ' - - - — •'•'' :(•Q.'. •' CHECK BY ---- 111 A \ '- ® • •z•zzozs SHEET TLLLE Cr6P20,4 O `— A LANDSCAPE PLAN F a3ITUtvINOUS NORM ED e BITUMINOUS r o a m Al LANDSCAPE PLAN r SHEET NUMBER oa L-1 01 W 3Y 1 I 2 I 3 1 4 I 5 cc . , 2 3 1 4 , 5 1r — SSO2LCSMBUrant TSP - FELT SIW 0 OlE3 AU3 RO - --- _ } a 308 FaT_se PLVw000 41000 TRUSS ROOFFRAI!!0 B3 5, -/ 1s-0• — --f TSP,Inc. + �— < 1112 N.West Ave, EC1 D �D Sioux Falls,SD 67104 -ram ON ORME < --- 1 i S •ECK,FOUNDATION D se16ALL phone:(805)336-1160 — EDGES OSB • STUDS @WOO. c FIRST LEVEL _ 6,____ ___. e 4/Ir 0S8 fax:(606)336.7926 ?::: ' _. ., .-. www.eem p om 0 B1 WEATHER PEER BO Al M01 _— ; -CENENfFeERBD SONG -1 11=111=111-111 7450 Penn Ave - Amend CUP & VAR 7/2014 7450 Penn Ave - Amend CUP & VAR 7/2014 Surrounding Zoning Surrounding Comprehensive Plan W > w w i 1 "' iw z < ¢ �> > a ,a > iW W Z Q > > UI W Z W 0_' W W Z i K W I f_A n W > �� CD = W >ti, I R RJR RTR O R■D- 0 = a LDR o. IO I I R _rR ' LDR - LDR LDR i��LDR ,� 74TH STREET 74TH STREET rill R R_R R_R MR-1 MR-3 MI LDR LDR LDR LDR_LDR LDR HDR R R R R R R MR-2 �® LDR LDR LDR LDR LDR LDR MDR MR-3 1MR-3' R R MR-1 R I---I MR-3 �—y� LOR LDR LDR LDR HDR HDR R R R R R MR-1 MR-1 MR 2 MR-3 IMR-3 LOR LDR LDR MDR HDR LDR LDR LDR LDR H� H R 1 R j /�//�� _J L_ LDR LDR j ///72 _J R R MR-3 MR-3 LDR LDR HDR HDR R R LDR LDR R R • 1 MR3 MR-3 HDR LDR LDR HDR R R � , MR-3 1`4R-3 LDR LDR , HDR HDR L R I R W MR-3 - MR-3/ LOP L 4 14 NOR HDR M/ �� LDR W HDR HDR Z MR3 MR-3 Z HDR R LDR "�- R . LDR CHURCH a R R 1 c....MR-3 LDR LDR ' HDR II - / / 76TH STREET 76TH STREET r H I ') I Feet Feet R-Single Family Residential 0 100 200 400 600 800 LDR-Low Density Residential 0 100 200 400 600 800 MR-1 Two-Family Residential N MDR-Medium Density Residential N MR-2 Multi-Family Residential MR-3-High Density Residential MR-3 High-Density Residential SCH-School Path:I:\GIS\Community Development\Staff\Planning Tech\Projects\7450 Penn Z.mxd Path:I:\GIS\Community Development\Staft\Planning Tech\Projects17450 Penn CP.mxd AGENDA SECTION: RESOLUTIONS AGENDA ITEM# 7 REPORT# 142 STAFF REPORT ed giAte CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: JEFF PEARSON, TRANSPORTATION ENGINEER NAME,TITLE DEPARTMENT DIRECTOR REVIEW: u IGNATURE OTHER DEPARTMENT REVIEW: 0 Jl SIGNATURE/Or 7 REVIEWED BY CITY MANAGER: I/ //,/ /-. _ ,(...-_____4' .___/___, 14A i ITEM FOR COUNCIL CONSIDERATION: Consideration of resolution restricting parking on Portland Avenue. I. RECOMMENDED ACTION: By Motion: Adopt a resolution for "No Parking" on both sides of Portland Avenue between 77th Street and 66th Street. II. EXECUTIVE SUMMARY Portland Avenue is scheduled to be reconstructed between 67th Street and 77th Street in 2015 and is currently in final design. The street design, which is similar to the existing roadway section, will not include on-street parking. As part of the Hennepin County and MnDOT plan approval process, a formal resolution restricting parking in the reconstructed section is required. Since parking is currently not allowed along this section of Portland Avenue, adoption of the proposed resolution will not initiate any new parking restrictions along the corridor. III. BASIS OF RECOMMENDATION A. BACKGROUND • The 2009 Arterial Study identified Portland Avenue for reconstruction as a three-lane roadway. • The 4-to-3 lane striping conversion of Portland Ave. was approved by Council on July 13, 2010 and is currently in place. 08262014 PortlandAveResolutions • The existing cross section of Portland Avenue includes threel2-foot travel lanes with 6-foot shoulders on each side and on-street parking is not allowed. • On April 22, 2014 City Council approved the Preliminary Design for the Portland Avenue Reconstruction Project. • A "No Parking" resolution is required by MnDOT and Hennepin County for any section of roadway that will include parking restrictions. B. POLICY • The proposed design of the roadway meets goals established in the Transportation section of the City Comprehensive Plan as well as those identified in the City's Complete Streets Policy. C. CRITICAL TIMING ISSUES • The Final Design of the Portland Avenue Reconstruction is in progress and the resolution needs to be approved before plans can be accepted. D. FINANCIAL • There are no costs associated with approving the resolution. E. LEGAL • The City Attorney will be available for questions. F. ENVIRONMENTAL CONSIDERATIONS • None. IV. ALTERNATIVE RECOMMENDATION(S) • The Council may choose not to adopt the resolution and direct staff on how to proceed. V. ATTACHMENTS • No Parking Resolution • Preliminary Design Layout for Portland Avenue Reconstruction VI. PRINCIPAL PARTIES EXPECTED AT MEETING • None RESOLUTION NO. FOR PARKING RESTRICTIONS ON PORTLAND AVENUE (COUNTY STATE AID HIGHWAY 35) FROM 66TH STREET TO 77TH STREET WHEREAS, the City of Richfield and Hennepin County will be reconstructing Portland Avenue from 67th Street to 77th Street (State Project No. 157-020-027) in 2015; and WHEREAS, the City of Richfield desires Portland Avenue to be a multimodal roadway that accommodates automobiles, transit, bicycles and pedestrians; and WHEREAS, the City of Richfield will be expending Federal Funds, State Aid Funds and Local Funds on the improvements on Portland Avenue; and WHEREAS, neither the existing roadway nor the planned 2015 reconstruction design provide adequate width for parking on either side of the street while still accommodating both vehicles, bicycles and pedestrians; approval of the proposed construction as a Municipal State Aid street project must therefore be conditioned upon certain restrictions. NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Richfield, Minnesota, that the City Council of the City of Richfield hereby bans the parking of motor vehicles on Portland Avenue, as described in the project limits listed above: ADOPTED this 26th day of August, 2014 Attest: Nancy Gibbs, City Clerk Debbie Goettel, Mayor STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS CITY OF RICHFIELD CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Richfield do hereby certify that the attached and foregoing Resolution was duly adopted by the Richfield City Council at its Regular Meeting on August 24, 2014, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this day of , 20� Nancy Gibbs, City Clerk CONCEPT 2-ON-STREET BICYCLE LANES WITH SIDEWALKS AND MULTIUSE TRAIL 4 Designs influenced by the following ~,. ::r. - Guiding Principles: "0.1 ,.., ,, 4 " `. s° , ,r:4F 1. Multimodal Design , rja s � �2. Connectivity and Public Realm A ,.+ 414`' . --,:,t.e.::.., c, rk� � -' 'f° , 4. Design for People 6. Sustainable Solutions -� A,; ''; `.'• •" its* „,, '' .. ' ,r:'•4'v • •,,y 7. Healthy and Active Lifestyles «Y �i ,; .• & ''' '1":7:‘ �'' 41 -'L -A..•. '. r 't�. �r r .s+ t, IF .----,‘..- 5 r-- * I I 6' ; 6' 6' 11' 11' i '' 6' ,: 8' WALK BLVD BIKE THRU LT TURN THRU BIKE BLVD TRAIL LANE LANE 71' — 11' WIDER THAN EXISTING RICH IUD ;_r,K,,,z Ho7,...,c AVENUE 1[Si;t` County Road Reconstruction Projects — Portland Avenue and 66th Street AGENDA SECTION: RESOLUTIONS AGENDA ITEM# 8 REPORT# 143 STAFF REPORT iree,qtee ` CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: MELISSA PIEHLMAN, CITY PLANNER NAME,TITLE DEPARTMENT DIRECTOR REVIEW: BAs IGNATURE OTHER DEPARTMENT REVIEW: SIGNATURE OP REVIEWED BY CITY MANAGER: t _ LAL/I 1 ITEM FOR COUNCIL CONSIDERATION: Consideration of a proposed amendment to the Final Development Plan and Conditional Use Permit for the Lyndale Station Planned Unit Development at the corner of 66th Street and Lyndale Avenue. The proposed amendment requests final approval of the third and final building for the site. I. RECOMMENDED ACTION: By Motion: Approve the attached resolution granting approval of a major amendment to the Final Development Plan and Conditional Use Permit for the Lyndale Station Planned Unit Development at 6501- 6545 Lyndale Avenue. II. EXECUTIVE SUMMARY In August of 2011 the City Council approved a Final Development Plan and Conditional Use Permit for the Lyndale Station Planned Unit Development (PUD). The original approval included the now-constructed L.A. Fitness and retail building and a conceptual third building (Phase II) for a restaurant at the southwest corner of the site. If any significant changes were made to the design of the third building, the developer was to return to the City with an application for a major amendment to the PUD. 082614—6545 Lyndale Ave APUD.docx Lyndale Station LLC (developer) has submitted an application for a multi-tenant restaurant/retail building with a drive-through Caribou Coffee at the north end and a sit-down restaurant (MyBurger) with outdoor seating at the south end. Retail/service users will likely occupy the additional tenant space. In addition to the inclusion of a drive-through in the plans, the developer is requesting permission to construct an accessory trash building. This is contrary to Code regulations which require all new facilities to incorporate trash and recycling facilities into the interior space of the building. In exchange for this allowance, the developer is proposing an enhanced transit facility and public plaza which would include the "Family" statue currently located at the intersection. Staff is recommending approval of the proposed plans based on agreed-upon limitations related to the drive-through tenant and the maintenance plan and off-sets proposed by the developer related to the accessory trash facilities. The proposed resolution includes a stipulation limiting the use of the drive-through facilities to coffee shop tenants. If, at some time in the future, the different type of user is interested in using these facilities, the developer will be required to apply for an amendment to the PUD so that staff has the opportunity to evaluate potential changes to circulation patterns and congestion. In exchange for permission to construct an accessory trash building, the developer is proposing a building that will be partially camouflaged by an enhanced transit shelter, plantings and a public plaza. The building itself will be heated and be equipped with water and sanitary service to facilitate cleaning and a powered exhaust with a small stack to reduce odors at ground level. Additionally, the developer will install interior grease supply and disposal lines within the building for restaurant tenants, such that no grease will be stored in the accessory trash building. Further, a maintenance agreement and escrow shall be provided to insure continued upkeep of the facility. III. BASIS OF RECOMMENDATION A. BACKGROUND In 2008 the City approved designation of the entire Lakes at Lyndale as a "Mixed Use" District that would incorporate a variety of uses including high-density residential, commercial, office, and recreational uses. The Comprehensive Plan describes the area around 66th Street and Lyndale Avenue as the city center, the downtown, and the center of commerce in Richfield. This area is intended to be walkable and full of activity. To this end, the construction of the third building on this site was and is considered a critical piece of development in this area. B. POLICY Planned Unit Developments are intended to encourage the efficient use of land and resources and to encourage innovation in planning and building. In exchange for those efficiencies and superior design, flexibility in the application of specific site requirements is available. There are a number of different sets of criteria that apply to this proposal. A full discussion of all requirements is included as an attachment to this report. The following is a summary of requested Code deviations and items of particular note: • Drive-through facilities are conditionally permitted in the guiding C-2 (General Commercial) Zoning District. o Conditions include a minimum queuing space of 70 feet from the ordering station and that this queuing space not interfere with parking or traffic circulation. Tenant Caribou Coffee is requesting that queuing space behind the order be reduced to approximately 50 feet to better align with the particulars of their operation. According to Caribou's Vice President of Real Estate Jeff Wurst, Caribou has focused closely on the quality of the drive-through service queue over the past few years. The company has found that a 5-car stacking distance between the window and order point provides for a drive-through line that moves at the fastest pace and results in the shortest overall queuing line. Caribou believes that this design will minimize the likelihood of a queue back-up into the parking lot. In instances where a franchise is prolific, staff has tended to support flexibility in these types of requirements. The thinking being that the business is more familiar with the particulars of their operation. o Staff believes that there is a potential for queuing to back up into the parking lot; however, the morning peak hours for a coffee shop are opposite of most other uses on the site. This may not be the case for a different type of business utilizing the drive-through lane; therefore staff and the developer have agreed to a stipulation limiting its use to coffee shop tenants. Should the coffee tenant leave, the developer must return to the City for an amended approval to allow any other user to operate the drive-through. • Code requires that trash and recycling facilities be designed into the interior space of new buildings. The developer has stated that in the process of negotiating a lease agreement with Caribou, concerns related to an interior trash room in a building of this size emerged. The tenant is concerned that the proximity of the exhaust and intake systems could lead to odors from the trash room being entrained back into the building. Additionally, the developer is in need of additional trash space to accommodate the needs of L.A. Fitness. o In exchange for the creation of an accessory trash building, the developer is proposing to construct a substantially improved transit facility and adjacent public plaza along Lyndale Avenue. The design of the transit stop will be complimentary to the development and provides an opportunity for a public plaza that will be more likely to be used and enjoyed. • There are a few places where the proposed building and streetscape elements do not meet required setbacks; however, the proposal is in keeping with the rest of the development and has been reviewed and approved by the Public Works Department. A maintenance agreement shall stipulate that the developer is responsible for the maintenance and repair of items that are within required setback areas. • A development identification sign is proposed for the intersection. This sign will not meet the 5-foot sign setback requirement; however, this placement makes sense in the context of the development, will not create an unnecessary distraction on the adjacent roads, and maintenance of this element shall addressed in the maintenance agreement. • There is one spot adjacent to the drive-through menu board where the City's minimum sidewalk width requirement may not be met. At this point the sidewalk would narrow from eight feet to four feet. The Code requires six- foot internal sidewalks. Four feet will meet American with Disabilities Act (ADA) minimum standards; therefore staff recommends approval of this minor variation. • Due to the proximity of the development to residential units (adjacent properties), an odor control system shall be required. The developer has acknowledged this requirement. • Parking will continue to exceed allowable maximums. The required parking for this site is 350 stalls; 400 were constructed. The proposed amendment will reduce the number of stalls to 395. • The proposed outdoor seating area for the MyBurger restaurant meets all City policies. Proposed hours of operation for the restaurant are 11AM — 10PM. As with any establishment, City noise regulations will apply. C. CRITICAL TIMING ISSUES • 60-DAY RULE: The 60-day clock 'started' when a complete application was received on July 14, 2014. A decision is required by September 12, 2014 OR the Council must notify the applicant that it is extending the deadline (up to a maximum of 60 additional days or 120 days total) for issuing a decision. D. FINANCIAL • On July 22, 2014 the Council approved an amended purchase agreement with the developer. In order to receive a refund of$49,999 of the $50,000 purchase price of the HRA land, the developer must obtain a building permit by December 31, 2014. • The required application-processing fee has been paid. E. LEGAL • A public hearing was held before the Planning Commission on August 11, 2014. • Notice of the public hearing was published in the Sun Current newspaper and mailed to properties within 350 feet of the property. • Two residents spoke at the public hearing. Staff and the developer responded to questions about the location and design of the trash facility and operational standards for outdoor seating areas. One resident expressed disappointment in the choice of the restaurant. • The Planning Commission recommended approval (6-0). F. ENVIRONMENTAL CONSIDERATIONS • None IV. ALTERNATIVE RECOMMENDATION(S) • Approve the attached resolution with additional and/or modified stipulations. • Deny the request with findings that it does not meet City requirements. V. ATTACHMENTS • Resolution • Required findings • Previously approved site plan • Proposed plans • Planning & zoning maps VI. PRINCIPAL PARTIES EXPECTED AT MEETING • David Bergstrom — Lyndale Station LLC RESOLUTION NO. RESOLUTION APPROVING AN AMENDMENT TO THE FINAL DEVELOPMENT PLAN AND CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT AT 6501-6545 LYNDALE AVENUE (LYNDALE STATION) WHEREAS, an application has been filed with the City of Richfield which requests approval of an amendment to the Final Development Plan and Conditional Use Permit for a Planned Unit Development to allow modifications to the proposed third building (Phase II) of the Lyndale Station development, legally described as: LOTS 1-3, BLOCK 1, LYNDALE STATION, HENNEPIN COUNTY, MINNESOTA WHEREAS, the Planning Commission of the City of Richfield held a public hearing and recommended approval of the requested amendment at its August 11, 2014 meeting; and WHEREAS, notice of the public hearing was published in the Sun-Current and mailed to properties within 350 feet of the subject property on July 15, 2014; and WHEREAS, the request meets those requirements necessary for approving a planned unit development as specified in Richfield's Zoning Code, Section 542.09, Subd. 3 and as detailed in City Council Staff Report No. ; and WHEREAS, the request meets those requirements necessary for approving a Conditional Use Permit as specified in Richfield's Zoning Code, Section 547.09, Subd. 6 and as detailed in City Council Staff Report No. ; and WHEREAS, the City has fully considered the request for approval of the amended Planned Unit Development, Final Development Plan and Conditional Use Permit; and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Richfield, Minnesota, as follows: 1. The City Council adopts as its Findings of Fact the WHEREAS clauses set forth above. 2. An amended Planned Unit Development, Final Development Plan and Conditional Use Permit are approved for a modified third building including a drive-through facility and an accessory trash building as described in City Council Report No. , on the Subject Property legally described above. 3. The approved Planned Unit Development, Final Development Plan and Conditional Use Permit are subject to the following conditions: • A recorded copy of the approved resolution must be submitted to the City prior to the issuance of a building permit. • All conditions of the previous Planned Unit Development remain in effect unless specifically modified by this resolution. • The applicant is responsible for obtaining all required permits, compliance with all requirements detailed in the City's Administrative Review Committee Reports dated April 10, 2014 and July 10, 2014, and compliance with all other City and State regulations. • Use of the approved drive-through facility shall be limited to coffee shop tenants. Use by any other type of restaurant or business requires an amendment to this approval. • Separate sign permits are required. This approval constitutes a setback variation permitting the "Lyndale Station" to be located approximately one foot from the property line. • Final approval of all site lighting by the Community Development Department is required. • All new utility service must be underground. • All utilities must be screened in accordance with City Code requirements. • The property owner is responsible for perpetual maintenance of all landscaping in accordance with approved plans. • That a maintenance agreement related to the accessory trash structure and surrounding walkways be executed. • Odor control is required for restaurants and the accessory trash structure. • Required parking must be available year-round. This development requires a minimum of 350 parking stalls. • Prior to the issuance of an occupancy permit the developer must submit a surety equal to 125% of the value of any improvements and/or requirements not yet complete. This surety shall be provided in the manner specific by the Zoning Code. • This permit shall expire one year after it is has been issued unless: 1) the use for which the permit was granted has commenced; 2) building permits have been issued and substantial work performed; or 3) upon written request of the applicant, the Council extends the expiration date for an additional period not to exceed one year. 4. The approved Planned Unit Development, Final Development Plan and Conditional Use Permit shall expire one year from issuance unless the use for which the permit was granted has commenced, substantial work has been completed or upon written request by the developer, the Council extends the expiration date for an additional period of up to one year, as required by the Zoning Ordinance, Section 547.09, Subd. 9. 5. The approved Planned Unit Development, Final Development Plan and Conditional Use Permit shall remain in effect for so long as conditions regulating it are observed, and the Conditional Use Permit shall expire if normal operation of the use has been discontinued for 12 or more months, as required by the Zoning Ordinance, Section 547.09, Subd. 10. Adopted by the City Council of the City of Richfield, Minnesota this 26th day of August, 2014. Debbie Goettel, Mayor ATTEST: Nancy Gibbs, City Clerk Required Findings Part 1 - The following findings are necessary for approval of a PUD application (542.09 Subd. 3): 1. The proposed development conforms to the goals and objectives of the City's Comprehensive Plan and any applicable redevelopment plans; The City's Comprehensive Plan designates these properties as part of a larger mixed use district encompassing the 66th Street and Lyndale Avenue area. The intent of the mixed use category is to focus on creating a city center in Richfield that will serve as a "downtown." The city center is to include a mix of residential, shopping, recreational and business uses. The Lyndale Station development is in keeping with these goals and objectives. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries; The proposed changes to the third building do not substantially change the design and/or function of the site as a whole. Limitations on the drive- through tenancy are intended to ensure that internal congestion is limited to times when other businesses are not experiencing peaks in business. Further, the design of the drive-through facility will limit any congestion to the site itself rather than City streets. 3. The development is in substantial conformance with the purpose and intent of the guiding district, and departures from the guiding district regulations are justified by the design of the development; The development is in substantial compliance with the intent of the guiding C-2 District and performance standards regulations. The following deviations from Code requirements are requested: - Accessory trash structure — In exchange for approval of an accessory trash structure, the developer has proposed a substantially enhanced transit facility and an adjacent public plaza that will more effectively showcase the City's "Family" sculpture. The developer has also incorporated a number of measures to mitigate possible undesirable effects of an accessory trash structure (water, electricity, odor control and internal grease supply/disposal system) and agreed to provide an escrow to insure prompt clean-up should a problem occur. - All other variations are minor and in keeping with the overall approved design of the existing portion of the development. 4. The development will not create an excessive burden on parks, schools, streets or other public facilities and utilities that serve or area proposed to serve the development; the City's Administrative Review Committee has reviewed the proposal and no problems are anticipated. 5. The development will not have undue adverse impacts on neighboring properties; No undue adverse impacts are anticipated. The drive-through facility has been designed such that impacts will be limited to the site itself; measures to mitigate any negative impacts of the accessory trash facility are in place; and odor control is required for restaurants due to the their proximity to residential property. 6. The terms and conditions proposed to maintain the integrity of the plan are sufficient to protect the public interest; A final maintenance agreement, an escrow related to the trash facility and the stipulations attached to the resolution will fulfill this requirement. Part 2 -All uses are conditional uses in the PC-2 District. The findings necessary to issue a Conditional Use Permit (CUP) are as follows (Subd. 547.09, Subd. 6): 1. The proposed use is consistent with the goals, policies, and objectives of the City's Comprehensive Plan; Same as above. 2. The proposed use is consistent with the purposes of the Zoning Code and the purposes of the zoning district in which the applicant intends to locate the proposed use; The proposed use will assist in the implementation of the City's Comprehensive Plan by adding additional uses to the City's "downtown" area. The use is consistent with the intent of the Planned General Commercial (PC-2) District and the underlying General Commercial (C-2) District. 3. The proposed use is consistent with any officially adopted redevelopment plans or urban design guidelines; The Lakes at Lyndale Plan was incorporated into and updated through the Comprehensive Plan update process. The Lakes at Lyndale Plan called for a variety of uses on this site, which this development will provide. 4. The proposed use is or will be in compliance with the performance standards specified in Section 544 of this code; The proposed development is in substantial compliance with the performance standards specified. Deviations have been permitted as part of the PUD process. These deviations will allow for an improved pedestrian experience along adjacent streets and an enhanced on-site transit facility. 5. The proposed use will not have undue adverse impacts on governmental facilities, utilities, services, or existing or proposed improvements; There are or will be adequate facilities, utilities, streets and services to support the development. 6. The use will not have undue adverse impacts on the public health, safety, or welfare; Adequate provisions have been made to protect the public health, safety and welfare. 7. There is a public need for such use at the proposed location; Construction of the Phase II building at the corner has always been viewed as a key component of the successful redevelopment of this site. 8. The proposed use meets or will meet all the specific conditions set by this code for the granting of such conditional use permit; The specific conditions for approval of a drive-through facility are met and discussed in further detail in Part 3. Part 3 -The findings necessary to approve uses which include drive-up window service are as follows (Subd. 534.07, Subd. 7): 1. Queuing space for at least 4 cars (70 feet) shall be provided per drive-up service lane, as measured from but not including the first drive-up service window, teller or order station. Such queuing space shall not interfere with parking spaces or traffic circulation; The required queuing space has been provided. Staff observation of similar facilities suggests that at peak times, this queuing space may be inadequate; however, given that the proposed user is a coffee shop, peak times should not conflict with other users and therefore interfere with traffic circulation or parking needs. Further, traffic circulation impacts will be limited to the site itself due to the design of the drive-through facility. Given the potential for different peak demand times, approval of the use of the drive-through facilities shall be limited to coffee providers. Any change in the type of user shall require additional review and approval by the City. 2. Any drive-up service window, teller or order station, or exterior loudspeaker shall be located at least 150 feet from any residential parcel; This requirement is met. 3. Exterior speakers shall comply with the noise control limits set by Section 930 of the City Code; The applicant is aware of the City's noise control regulations. 4. The applicant shall demonstrate that such use will not significantly lower the existing level of service on streets and intersections; The drive-through is designed such that all circulation related to it is internal to the site. The Public Works Department has reviewed the proposal. 5. Alcoholic beverages shall not be served; This requirement will be met. -}f - f7. >,/ ,),/ r )) L.tL \ 1 02011 Westwood Professional Services.Inc. General Site Notes site Summary Call 48 Hours before digging: PROPERTY LEGAL DESCRIPTION: LOT 1,BLOCK 1, ®• GOPHER STATE E ONE CALL 1. SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION. Twin City Area 651-454-0002 HEYMAN ADDITION Mn.Toll Free 1-800-252-1166 2. SEE LIGHTING/PHOTOMETRIC PLAN FOR UGHTING INFORMATION AND UGHT ROW TO BE VACATED REMOVE AND REPLACE LOCATIONS. L CATIO S.W CITY TO APPROVE ALL LIGHT LOCATION IN AND ALONG PROPERTY R AND ZONING: ROPOSED) (PLANNED GENERAL Westwood STREET SIDEWALK VATH MODIFIED ROW UNE i 5'BOULEVARD AND 6'SIDEWALK - _ - _ _ _ _ _ -- 3. LOCATIONS AND ELEVATIONS OF E%ISHNG TOPOGRAPHY AND UHUTIES PER COMMERCIAL) SURVEY BY HARRY S. JOHNSON,DATED REVISION 5-20-2011. CONTRACTOR Westwood Professional Inc. SEE UTILITY PLAN FOR REMOVE AND REPLACE FULL SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO COMPREHENSIVE PLAN: C-2(COMMERCIAL) 7699 Anagram OrRa EXISTING UTILITIES TO 13616 C CRF E CURB ACCESS EXCAVATION/CONSTRUCTION.IF ANY DISCREPANCIES ARE FOUND. THE ENGINEER Eden Pra6N,MN 59344 REMAIN.(TYP.) BUILDING SHOULD BE NOTIFIED IMMEDIATELY, SETBACK AND G 1 R-"••ER PEO (SAME xy 765TH STREET PROPERTY AREA: 247.314 S.F.(5.678 AC) PHONE g52-g37-9150 EXISTING STREET RAMP, ELO'". RIFY LOCATION) PROPERTY AREA WITH REMOVE AND REPLACE h P 4, REFER TO SURVEY AND PLAT FOR LOT BEARINGS,DIMENSIONS AND AREAS, FAX 952A37-5822 B618 CONCRETE CURB 0.0'TO CURB TO REMAIN(TYP.) ©:t, - - /S• b'lf� MODIFIED CITY PARCEL: 259.675 S.F.(5.961 AC) TOLL FREE 1-$8.937-5150 AND GUTTER PER PED © n �Q -?- �� 'n" - 5. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING ,1 `�• �" LOT 1: 140.348 S.F.(3.22 AC) wwwv*atwoodOS,cam I RAMP `x ®�ae>•�� s1 yr� UNLESS OTHERWISE NOTED. LOT 2: 66,220 S.F.(1.52 AC) /�1- a fib - LOT 3: 53.105 S.F. (1.22 AC) SIAM Yom. REMOVE,SALVAGE, , T ■ - ■ - j t Q 0 6, REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND STORE,&REINSTALL (1f I I __3.0' LOCATIONS OF EXITS,RAMPS AND TRUCK DOCKS. (AREAS PER FINAL PLAT) PUBLIC SITE 11 , O FURNISHINGS. O - D PDS (PRIMARILY BENCH AND ` ! 7. ALL CURB RADII SHALL BE 5.0 FEET(TO FACE OF CURB)UNLESS OTHERWISE EXISTING IMPERVIOUS SURFACE: 239,920 S.F.(97.0X) pOg TRASH RECEPTACLE) I I 1 Q a © NOTED. (WITH MODIFIED CITY PARCEL): 245.063 S.F.(94.4X) CHA 9.FIELD VERIF. I I r---,, 8. ALL CURB AND GUTTER SHALL BE 6612 UNLESS OTHERWISE NOTED. PROPOSED IMPERVIOUS SURFACE: 219,143 S.F.(88.6X) -- (WITH MODIFIED CITY PARCEL): 228,568 S.F.(76.2%) Reomd DnMeg>9{AMA. y\\ It I 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING \ STROVE SIDEWALK REPLACE e 75' = 15' __I ) --1 �� TEMPORARY AND PERMANENT TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, EXISTING BUILDING(REMOVED/MOD.)74,919 S.F. STREET SIDEWALK - I► CURB WARNING SIGNS,DIRECTIONAL SIGNS,FLAGGERS AND LIGHTS TO CONTROL THE SEE SHEETS OR - Q LOT 1 1 I- , ----- CUT MOVEMENT OF TRAFFIC WHERE NECESSARY.PLACEMENT AND INSTALLATION OF PLAN SHEETS OR s "_-.- - - THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO BUILDING AREA(1-STORY.ALL BUILDINGS): FURTHER STRE TSCAPE FITNESS l O, , I D • f PLACEMENT, TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE FITNESS: 45.000 SF Serfdo■ RENEW AND P 1 / � x MNDOT STANDARDS. IMPROVEMENTS. 0 45,000 SF b a -- - RETAIL(MODIFIED): 19,826 SF a s/n/n arc m.,nenu 22i 1 19' 24' I,6T 12fi' 7.6.r 24' ""19 i ,e/up,att a°- nu r x H x x 10.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH RESTAURANT(CIS I OR III; 8.500 SF ::r/,o/„ °on sr■,■unu I BUILDING • I6,, _ -. THE RECOMMENDATIONS OF THE GEOIECHNICAL ENGINEER. FOR MILL AND TOTAL: 73,326 SF s, IAA vv,co=rr•rs I. 14'SETBACK I- 4 OVERLAY,CONTRACTOR TO REPAIR ANY CRACKS OR PAVEMENT FAILURES OF s,omen, own camn,n)0 EXISTING BASE PRIOR TO OVERLAY. ENGINEERING MUST BE PRESENT TO 7,o/ee/. em,MANS BIKE RACKS I� I .tI , INSPECT ALL CONCRETE FORMS WITHIN ROW PRIOR TO CONCRETE POUR.MINIMUM FLOOR-AREA-RATIO: 0.29(73.3/247.3) a 11/18/II arc COMIC n ROW UNE(CITY PARCEL) ( (11 SPACES) 1 j I( I; 24 NOTICE REQUIRED. SEE PAVEMENT PLAN FOR MORE INFORMATION. s n/wi agrco eCUO V�es«n II 03/79/12 I4 (SEE DETAIL) 14 \ I .'.SAME TRASH FACILITIES: INTERIOR TO BUILDING O !I- VERIFY CONCRETE \ LOCAllo 11. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING I PROPERTY LINE �F/� AREA. ' -_ AS EXISTING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY PARKING MINIMUM DIMENSIONS: 9'X19',24'DRIVE AISLE �n O Q Q n CURB DAMAGE TO ADJACENT PROPERTIES- I E-� - - PARKING MINIMUM COMPACT: 8'X16' I / O f "-- -� Q 12.SEE ENVIRONMENTAL SIZE ASSESSMENT REPORTS FOR FURTHER ENVIRONMENTAL EXISTING STREET J m INFORMATION. PARKING MINIMUM REQUIREMENTS: CURB T REMAIN(Tl7?.) I I fill* ---. , 4 FITNESS(4.44/1 KSF) 200 SPACES(45 X 4.44) sa..y e.ey TOO w.p...Py.neb�=..a..r ( I �. ■ 13.SEE GEOTECHNICAL REPORT FOR FURTHER INFO ON SOIL AND PAVEMENT RETAIL(5.0/1 KSF) 99 SPACES(19.8 X 5 On!woe.p°awl°�1°'++f eamid II ( O •Y�, ••• ��~�D�/ ' EXISTING 8612 RECOMMENDATIONS. ) ) eaaa,ecr,,.ae s.r..rreeraes.e.1. _ ■ _- ;- . - - • .... / �• v -s- REST&PATIO(10/1 KSF) 90 SPACES(9 X 101 I- �. II P1111111111111111111111111, k\ G) ra CURB&GUTTER 14.CITY APPROVAL,NCLUDING,BUT RNOT LIMITED TO:UBENCHES.TRASH FURNISHINGS BY TOTAL 389 SPACES SAO / iD' 9' 0 'o MAY REMAIN s RECEPTACLES,BUS SHELTERS,&OTHER RELATED ITEMS. 'RIGHT-IN ;' R,S�,� � /`x •V►'f W; / :I E Pa'I EI - PARKING MAXI TOTAL REQUIREMENTS: 418 SPACES(380 X 1.7) °-a "'"6"�'� Om.e N. �� RIGHT-OUT PYLON SIGN © p ( Signage and Striping Notes ACCESS .� E 15 SETBACK �____ / _ ® I ma (SAME ©� ` -- a■ �- - - ---I, '- PARKING PROVIDED: 400 SPACES(5.45/1KSF) • LOCATION) iS I ��.y Ad..�� "' �'�J '4i /�TO - _�� 1. ALL TRAFFIC SIGNS,PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL (75 COMPACT=19X)' O _�,"•_ • w ' Or © MEND SCREEN FENCE DEVICES SHALL CONFORM TO THE STANDARDS OF THE FHA MANUAL ON t �� _ UNIFORM TRAFFIC CONTROL DEVICES(MUTCO). PARKING AREA: 147,356 SF /" 7Z '�,Q ■ © CO ! _ iii G CLOSE SIDEWALK EXISTING /' J I •:--- - - = NECSON. PARKING LANDSCAPE AREA(5%): 12.786 SF(8.8%) CO EpOP F �/ a "e'11.11..4; CHAIN-LINK 12. PARKING LOT STRIPING SHALL BE 4"WIDE COLOR WHITE. TWO COATS OF PAINT. CRQ =G � -14 �^. '" 14 0 FENCE TO CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN �� EX TING REMAIN - IN WHITE(TWO COATS). BIKE RACKS(5%OF PARKING): 20 BIKE SPACES J • �YpG * I SHARED TRASH ETU LDING _ ' AREA IITN ! WALL TO ' 3. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT I ,<C/ -■Q " FITNESS ; IIEMAIN THE INTERNATIONAL SYMBOL OF ACCESSIBIUTY IN EACH DESIGNATED FUTURE SCU PTURE AREA •I��e 1 7 (INTERNAL) t. SETBACK 0.0' ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER(TWO COATS OF I, OR SIT AMP TY .)4' y 'Q Q PAINT). CONTRACTOR SHALL PAINT THE WORDS"NO PARKING"IN EACH DIAMOND PARKING ACCESSIBLE ISLE ADJACENT TO AN ACCESSIBLE SPACE IN VAiITE LETTERS BIKE RA"-- '.�--- ISLAND,5,5'SQ.FACE • I MINIMUM 12"IN HEIGHT. O Site Key Notes /v=�Q O S I 5 SPAC Q •.% OF CURB WITH 2' t -�• Y RADIUS CENTERED ON ( DETAIL)*, - - , INTERSECTION GYP. I_ 4, ALL SIGNS SHALL INCLUDE POST,CONCRETE FOOTING AND CASING WHERE jl Q © a + F ( ) REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT A 71E-INTO EXISTING PAVEMENT OR CURB(FIELD VERIFY) ROW TO BE VACATED PROPERTY, ,- � •.. - ,:� !:11 , LOT 2 -' I _ PROTECTED BY CURB. 8 CONCRETE SIDEWALK(SEE PAVEMENT PLAN) Prepared for. MODIFIED ROW UNE �•��. UNEe■ 9/.I>1pRMR_"Ad.,.r�w �e��.��,1•rtNIi RETAIL C CONCRETE HEAW DUTY-DRIVEWAY/SERVICE, RELOCATED J' W �O - , - y 5. ALL STOP SIGNS SHALL INCLUDE A 24"WIDE PAINTED STOP BAR IN WHITE BUS STOP > �R, '-toms _ N. --- 19,826 SFN PAINT(TWO COATS)PLACED AT THE STOP SIGN LOCATION.A MINIMUM OF 4' (SEE PAVEMENT PLAN) Wellington SHELTER I \- - 0 a Q Q"ZI \ FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL T-- - % \ D STEPS AND HANDRAIL(SEE PAVEMENT PLAN) ' J 11 Q �.J/I. b7D� - TRANSITION BETWEEN LANES TO THE CURB. PHASE 2 0 INTER Al• �� O" O E BITUMINOUS PAVEMENT-HEAW DUN(SEE PAVEMENT PLAN) Management, REMOVE,'SALVAGE O = �� TRA�. O ,�Q "�. F'1li o,_ SIGN POSTS 6. ALL SIGNS SHALL BE BE PLACED 18°BEHIND THE BACK OF CURB UNLESS F BITUMINOUS PAVEMENT-REGULAR DUTY(SEE PAVEMENT PLAN) g , STORE,AND REINSTALL h� �■ O C, ■a i - MOUNTED IN - OTHERWISE NOTED. G CONCRETE CURB AND GUTTER-0612(SEE PAVEMENT PLAN) ALL PUBLIC SITE . T -- FURNISHINGS - I • CONCRETE Inc. BOLLARD 7. PROJECT IDENTIFICATION SIGNAGE TO BE REVIEWED AND APPROVED BY CITY. - LE PARKING DRIVE AISLE NT PLAN) L. H PEDESTRIAN RAMP OR (SEE PAVEME AN LO'I 3 1 STRIPING AfOESSIe VE rii/ 19 24 x_19 1_9 _74 �y■ 24 _19 74' y-19' 90' • "8. REMOVE AND REPLACE ALL TRAFFIC SIGNS WITHIN PROJECT AREA AND ROW. J STRIPING-4"SOLID WHITE STRIPE(GYP-) 0 7 �/ • R -( x .�.,i�;_-` „,_,19' x PROVIDE NEW POLE AND FOUNDATION. SIGNS TO BE SALVAGED AND INSTALLED K TRAFFIC ARROW-SOLID WHITE 1 Enemy P eve'Suite 4 PROPERTY E _*NM _ BIKE RACKS - WITH NEW HARDWARE, OR PROVIDE NEW SIGNS. ALL TRAFFIC SIGNS AND St Paul,Minnesota 55108 ROW UNE ; ,� 8,50SF"' - 5 SPACES) INSTALLATION IN R.O.W.TO BE APPROVED BY THE CITY AND COUNTY,SEE L PLANTER SEAT WALL(SEE PAVEMENT PLAN AND DETAILS) (CITY PARCEL) O /� 1 .j� ®��® ®�! ® ��® • ,= (SEE DETAIL) CITYS STANDARD SIGN DETAIL,FOR 4"SLEEVE DETAIL, SIGNS MOUNTED ON N PARKING LOT LIGHT(7W.)wag RELOCATED /}� • a' •�:;, VERIFY CONCRETE EXISTING 'I I LIGHT POLES IS ALLOWED AND PREFERRED,PER CITY APPROVAL / O STREET LIGHT-CITY STANDARD 35'HT. ___ _ AREA BUILDING p PEDESTRIAN LIGHT-CITY STANDARD 16'HT. PLAZA' °Di PYLON SIGN m WALL To Site Legend 0 ORNAMENTAL FENCE-36"HIGH,PICKET(SEE DETAILS) • SCULPTURE t-, 50.it.,..., ".w.--,E i I6'SETBACK E - � �, O 9' of O 9. .e�. ..-1REMAIN - •• Q '® -. y-x b9L.i .F-,r •- SETBACK 0.0' )fig PROPOSED R SCREEN FENCE- 72"HIGH•OPAQUE(SEE DETAILS) 66th & '' O '• /'I _tea E-Fl a° ," ) 'C7� I ICIC 1 9' e ___ ___- PROPERTY UNE S FEATURE-PRE-MANUFACTURED CONCRETE PLANTER MODIFIED ►Q/% ,a A i/3 6 �til?�� -c_► 3 - �t �� - wr� � i - LOT LINE WAUSAU TILE SL403 CONCRETE PLANTER(SEE DETAIL) ROW UNE = n- - - - �) SAUCER ON PLUS SHAPED BASE LEGS,W/WEEP HOLE dale• © I'�� : �® ��/ �.q,i� "-"- SETBACK LINE Lyndale AB, aiL3�l9■IAAr� V •_ __ _ - EASEMENT UNE 48"DIA.X 18`HT, CREAM COLOR(OR PER OWNER). r 'y EXI•TIN e BIT BUS PULL-OFF LANE - -- - T CONCRETE WALL AND RAILING(SEE ARCHITECTURAL •ELOCATED BUS PHASE 2- © O 0' ©0' O 0- ------ CURB AND GUTTER STOP SHELTER RESTAURANT DEVELOPMENT WITH® RIGHT-IN ONLY 0 o� 0 © V REMOVE EXIST UTILITY r,-=--� TIP OUT CURB AND GUTTER AND STRUCTURAL) REDEVELOPMENT OF STREETSCAPE ACCESS REMOVE DRIVEWAY& ROW TO BE VACATED AND PLAZA. COORDINATION WITH REMOVE AND REPLACE REPLACE W/8618 CURB& POND NORMAL WATER LEVEL Richfield, Minnesota HRA AND CITY. SEE ENLARGED. REMOVE DRIVEWAY& STREET SIDEWALK GUTTER - RETAINING WALL SITE AND PLAZA PLAN FOR • REPLACE W/8618 CURB"&. REMOVE AND REPLACE GUTTER ROW EXISTING STREET -r-r- FENCE ALL TRAFFIC SIGNS.SEE FURTHER INFORMATION, WEST 66TH STREET CURB TO REMAIN(TYP.) - , NOTE#8 ON SIGNAGE MODIFIED ROW LINE r " HEAVY DUTY CONCRETE PAVEMENT 5.2 Sign Legend AND STRIPING NOTES. ._ _. - I - I I I CONCRETE SIDEWALK ® NUMBER OF PARKING STALLS REFERENCE SIZE. MnDOT DESIGNATION Site Plan ---- -- - - -_ © COMPACT PARKING(ILLUSTRATIVE ONLY) S.1 STOP SIGN 30"X 30° Rl-1 • TRANSFORMER(CONTRACTOR TO S.2 ACCESSIBLE PARKING 12"X 18° R7-8A PROVIDE CONCRETE PAD) S.3 DO NOT ENTER 30°X 30" R5-1 'kE' SITE UGHTING(SEE BELOW) S.4 NO LEFT TURN 24"X24" R3-2 TRAFFIC SIGN S.5 COMPACT CARS ONLY 12"%18" LR7-77 J,n••- •�' POWER POLE W/BOTH DIRECTION ARROWS CUSTOM • ° BOLLARD/POST S.6 NO PARKING 4 AM-8 AM 12°X18" R7-2D !� qr{ .p DO 0 PARKING LOT LIGHT- PRIVATE Date: °b/25/1I i� --- •• PEDESTRIAN LIGHT-PUBLIC.16'HT.CITY STANDARD Sheet 4 "v,,. 0' 40' 80' 120' W STREET UGHT-PUBLIC.35'NT.CITY STANDARD 20111 I025Pr01.d.Q I 02014 Westwood Professional Services,tnc. Vicinity Map W .111MVAMMEi_VION,___ PM- ;":41 Westwood V 62 net SI 1 _ T W �^-£� 63rdM ST. I ��y� 1.r* , 1.— YVenwooA P/afmhdSaNai Mr. ? mss I 7699Amgram Ddw. Fden b'a9te.MN 553/4 I Q�\ 64 NIONE 952-9373150 M , �_(�\ W 64 FAX 952-9373@ �� U \ �.� 70LLFREE 1.9i697F3150 po le • Plans ;111- N.k re lyl� _ , 3p w p -��./AM > .__a PDS _ z f,q'Ay_, PL f06W i:II1 Dolma PA4 a w .m V1+ ie %} -i.n a� ; Dens= GAS Q V ��6s th SL Record Me den bddnie for e I- , . Bodies II ' 1IL a\" 113 _ lo-pl.an COI/QM Existing Conditions/Removals, Site, Grading La k e p62 1 1 ,t S F and Erosion Control Utiht y, Landsca e, I .ñJIIffII1II1 and Lighting Plans (No1 in Seale) a.wren..r4r!_.de,gamma r.a�.0 �� - __.-... _. '��•_ \l' liGteB maw 6 Yes d�.l..dYr.. ins-- -- i I—lr G.. t' t C / 1i 4. I°1 I for � '' ' } i l l II _ Lyndale Station - Phase 2 _ tl; '_ -_ Richfield, Minnesota LET' ivis i 1` c t, .; C 1 r TI fY LL 1, PRO c T ARt7A J r 1.1 /5 for: f II 1//� S ...t 1 Y ' �t. 2:\\`\� ti,\\ �'�1.�.".. f I _ 1: -, * 4 ;. ._ Wellington >. f1 ,• A. . i - LOT 3 LOT 2' (: `� _ I , i__ Management, 9 Managem t d I _�� r� aq a `� • Inc ._ 7. Prepared for: F = 100 /11-__--sn Wellington Management, Inc. '' 1625 Energy Park Drive, Suite 100 Lyndale St. Paul, Minnesota 55108 Overall Site Plan Station - Contact David Bergstrom INDEX Phase 2 Phone: 651.9995532 SHEET NO. DESCRIPTION Email: dbergstrom@wellingtonmgt com c, COVER Richfield, Minn a C2 EXISTING CONDITIONS &REMOVALS -------- -------------------------------------------- C3 SITE PLAN C4 GRADING &EROSION CONTROL PLAN Prepared by: C5 SWPPP NARRATIVE __ Cover Sheet C6 SWPPP NOTES 117 7699 nag Fm Drive Westwood Prohssio rib Inc nal Services, .----_------._-_._--------.............-----------------------______.___-- Eden Prekie,MN55344 C7 UTILITY PLAN CS LANDSCAPE PLAN PHONE 952-937-5150 FAX 952-9374E22 CD LIGHTING PLAN TOIL FREE 1$98837-5150 ...--- C10 SITE DETAILS li S1tV ood wwntwestwoodpsaom Cl SITE DETAILS Project number: 20111102.04 C12 SITE DETAILS Date 06/30/14 Contact: Paul 0. Schroeder Sheet Ci 20111102.040br01.009 02014 Westwood Professional:Services,Mn Existing Conditions Legend . Call 48 Hours before diggilg. � g GOPHER STATE ONE CALL )1/ , i i '(r I , -i I L 1` Twin City Area 651-454-0002 /r I-'�-R' Q: \ / WATER MANHOLE [;< BUSH/S/pttD tilt STORM MANHOLE : Mn.Toll Free 1-800-252-1166 i -- Il I' , r - / _ i 3 rAU fl caH�aaus TREE C 5 Tar»taNE BOX - - ,= . I i _ �--= CURB STOP Bax oEaprous TREE (6 mrrHaNe MANHOLErt � __ . I .-• ,_. L .-sr CARL£ry WETLAND L-zu TRAFFIC CONTROL Box v v ___ I f i \,:_:_ - = cAS LINE STEEL/WOOD POST WreNlaed I/i // - - c« - 5 M) HANG MOLE FrOFe.he Services,Inc Ii / l�{" 144. 3` --tu. - POSER OVERHEAD -,r 51(i!-TRAFFIC/DINER -:) TRAFFIC ONTO Eden Prairie.MN 56344 / / "il _ ' i` ...__ar....... PovhR txaBtGRaxm ->v acH-TRATFlC/oncR �<: cu1¢VALVE MOW 14i3T�s15o `�4 _ FAX 952-937-112 ' \ _.4._ _._— —.t—_- — o O _..._'%a........ SANITARY SERER PAI MNI_BO% v'? HYDRANT TOLLFREF 1-816-93651S0 I/ ' , / ! \ 1 4 V D -' - St M SERER HANDICAPPED STALL REMOVE ALL :� l `�' y 5n WATER LIFTER //. SURFACE YE?!ARON/ r I A � }�y a . z. TELEPHONE OVERHEAD w PERC LEST CUT HIRE Ii / Q \ I - nx - 1F11➢FTOHE DNOER«OIRD MOMTORRN:%ELL t., POSER POLE DnfA.et POs i *4: - WA7ERMAIN .. (:ABIE r Box I;I ELECTRIC BOX , / )G'.. - - ` ! `�7 I: 'I' .... >..- FENCE LINE GAS METER ;{i ELECTRIC METER Dam= GAS Il REM I/ I/ / y ,/ L2' i n; 1 i. .,,,,<, DECIDUOUS TREE UNE T, STREET UCHT fo ELECTRIC MANHOLE pia TtI/dYC t3 I/ ` a L CT a STILTS / I i \ \ I ; I 4 CONIFEROUS TREE ONE BEEHIVE CATCH BASIN ELECTRIC TONER I� p.'e -/ALK(6JI I s Y wre t GUTTER / CO _ \ ' \ 0 CATCH BASIN ro SANIT ARY MANHOLE Regime • -I ,2 ‘,„_i EXISTING+PARKING j. 1 OL7UMR1o0S SURFACE 4 FLARED END SECTION ;cC SEVER airimoJT J�� J ` �,"`4i• \� , (� I .` a LOT NIGH REMAIN . _ CONCRETE SURFACE r m-w-aew OVCOMMO ��l O 1:TO REM .. j 17. /% / . t ( ' DENOTES SET IRON MONUMENT .ill I/ RENO I CON!,/ '.7-:.r:/ ,'' j d9 i le . DENOTES FOUND IRON MONUMENT ._._..._................_..-...._....._..._...__._'__....___.._......_......_....._._ I i SIDE •'F . / I IO D DENOTES CAST IRON MONUMENT I, AND/.ELA F.. /' .1 Ef0ST1Ni STORK '.. t'IPE Tq'REMAIN I �• . / m i i 'PER iA(pROVEI/E�1TS� °e . / \ l ' _ : <tr t REMOVE CURB AND �T / % I . 1 PAVEMENT PER 1 I�' Removal Notes 1 A,tPRQYEMENTS `\ REMOVE /AFC, 16Y7 , A / i, 1 ,(.. \\\ 1. Exas7WG CONDITIONS BASED ON THE COMPILATION OF LAM SLMIEY,BY HARRY S.JOHNSON CO..INC.DATED 5-20-2011 REVISED Q POST. S, V. stGN / \ \ Al D NTOI7KNA ITEMS PER 1510 OBSERVATIONS BY WES7WO0O PROFESSIONAL SERVICES N SEPTEMBER.2ON T.AND 66111 t / AND (,/ NEW PIA. I f _ '- OPROPOSID �' °e ' \\\ \\ LY DINE AS-BUILT PLANS DATED DECEMBER 21,2012. IWORMATXIN IS APPROXIMATE,FTELO VERILY,MID NOTIFY THE ENGINEER L r*,a+y e.e At.Fr.w L.y..a y r whir., I �TCONN REAR \ \ CF ANY DISCREPANCIES PRIOR TO ANY BID OR WORK Ana wrs.li r w F •ay tl�r MOMMONM. -• I 1 EC7XN. \ \ € rbrat ma.r low at r An.0 a rw. I % / •; i, TO UTILITY PLAIT.i; `\ I \. \ 2. EDGE OF AU.BITUMINOUS REMOVAL TO DE SAW-W7•y-' - r j� J! .� �'pv I 3. REUSE SUITABLE EXISTING SOIL(TOPSOIL)MATERIAL FOR LANDSCAPING ON SIZE,IMPORT ONLY AS NECESSARY- (SriLs^ -'- I/ REMOVE,SALVAGE. ,,al 999AW77 ANo i +• I -'. \ 4- LOCA1IONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR DAe—=1/ Nr_. REINSTALL TRASH :T v. i \ SHALL FRO VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVA1KN/CONSTRUCBON. 1W ENGINEER SHALL BE I NEIWAPFR STAND. I Slop .'-, / 1' r r IN \ �� NO11F.ED IMMEDIATELY F ANY DISCREPANCIES ARE FOUND. SHELTER.DISCONNtt/: CTRICAL •,`- i�dl' I FROM BUS STOP. /MS WARE F S. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS NTH PROPOSED IMPROVEMENTS AND HELD VERIFY CONDITION 'EXISTING CONDUIT AND 0 , d TED I I , C� _ _� t��- APPURTENANCES TO REMAIN. CONTRACTOR SMALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS(sum REMOVE EXIS71NG . r AS FENCES.SIGNS.IRRIGATION FEUD%ETC.)MAT MAY BE DAMAGED BY CONSTRUCTION. VERIFY PATH OWNER AND CITY.illi 11 I / �T STORM STRUCTURE rT - mil, 'i l AND PIPE cgc?. \ Doi"- 1 I 6. CONTRACTOR SHALL PLACE ALL NECESSARY IROSWN CON1R01 MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO I // I: N. _. s-•i \. .. n °� i. EXEg17NG ANY 517E REMOVALS. I// // i , '!! '/}f •\ -------\-r-----'1 . 1 t 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CIKMDNAIXN WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING ! ; i UTILITIES AFFECTED BY SITE DEVELOPMENT. AL PERMITS,APPLICATIONS AND FEES ARE HE RFSPONSBILITY OF THE CONTRACTOR. • t I 8. CONTRACTOR SHALL DETERMINE NECESARY,LOCATION.AND TYPE OF SECURITY FENCING AND STAGING SEE SHE PLAN OVERLAY I/ ,..j '`'' 1 i\ 1 PLAN FOR STAGING LOCATIONS. I I / -__ 1 9. 7FE CONTRACTOR SHALL BE RESPONSIBLE FOR PROM:NC AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, 1• :REMOVE UNNECESSARY- -- 4 I WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. f ' EXISTING,PIPE AT NEW G PARKAS CURB TO REMAIN, 1 PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL I/ .;j I� �'' I STORM STRUCTURE. UN SS�OTED OTHERWISE !��:` i 7�I CONFORM TO APPROPRIATE INDOT STANDARDS. / y• J j - ! /�- �+ t ,REFER I UTILITYOR PER IMPROVEMENTS/ ,✓ /� /' ' :PLAN. - t Ti, 0.CONTRACTOR SMALL MAINTAIN NORMAL ACCESS TO ADJACENT PROPERTIES AND R.O.W.THROUGHOUT CONSTRUCTION.N.UNLESS NOTED / / a j } i i I ( I ' ,1 ' O1FERWSE. I/'✓ ExisTNG GRADES 11.CONTRACTOR SHALL.PRIOR TO UTILITY AEtANDONMETIL COORDWAIE 7ERAM/A710N OF PUBLIC AND PRIVATE Y INTIES 1W1H 7FE CITY I i i/ /-'< } MAY BE LESS o: PUBLIC WIXMS DEPARTMENT. f1EID VERIFY ABANDON WA7ERMAW IATDER 81MDING AND ALADDIN PER q1Y NSIPEC710NS AND Fed fix, / i ��' / ` t THAN SHOWN n I REQUIREMENTS. I REMOVE AND REPLACE •!V is �'m i = I 1 I \ ( 12 CONTRACTOR TO COMPLETE ABANDONMENT AD/OR REMOVAL OF UTILITIES IN ACCORDANCE MIN THE STANDARDS OF THE CITY. Wellington (x)RB AND PAVEMENT % `-•/; eO .., n CONTRACTOR TO REMOVE AND DISPOSE OF ITEMS OFF-SHE I PER UTILITY WORK % I °' la v e�� }yl i J/ s ii ! ;� m1 _______-_ a' I \ ��1 13.REMOVE AND GRUB Al LANDSCAPE PLANTS AND OTHER ITEMS E LANDSCAPE IMPROVEMENT PLAN.AREAS,NCLIANG BURIED SINEWS AND ROOT Management / / •• i { i 1 BALLS. REMOVE AL LANDSCAPE ITEMS PER MPROVEME175,SEE LANDSCAPE PLAN. MNtlRZE IMPACT AND MATCH INTO EXISTING a !!!/// / - I I \, REIACTIVE PAVEMENT MARKINGS AS l YA7H A CLEAN EDGE. I I j NOTED.FIER IMPROVEMENTS I 14.CONTRACTOR TO PROVIDE COSTING BUILDING MODIFICATION ++FL�w ii, / 3 `,,. `'.� /REMOVAL SEE STRUCTURAL AND ARCHITECTURAL PLANS I / r` 7 f{/ , REMOTE CONCRETE t 15.SALVAGE AND REINSTALL ITEMS PER APPROVAL FROM OMIEJt.CITY.AND COUNTY(LE HANDICAP SINS,TRAFFIC SGNS FTC). " 1625/ / •\ •s 3 - I WALL E C BENCHES I s Haer&1 Pa*Drive Suite 100 REMOVE.SALVAGE, / /'. �Fi� (T'�•) 1:–/.1:.6-1.., -{, � � \,.-� Removal Legend Paul,ufmPaau $Ire I STORE,AND REINSTALL n ISCUIPIURE,INTERNAL " ./ - ":1411F.-....j REMOVE S(111P7URE�\ j I E SEMQYALS t1(IT75,AND PLAQUE �a / DISCONNECT ELECTRIC / '/ .i. -- s CONCRETE Ain's1 () ----- ----- PROPERTY UNE • r. ( 1I I l f _- i. 1 , ;t -_-_.____. _..___. _........_._ __..__.__.... �1r4'44�4'4.4\'k' CURB CUT GUTTER ale � Lynd l " \ 1 .I1 :.--� 1 - STORM A SAW qIi PAVEMENT J I a / RTTRENCIE txR ANYj STRUC7UE2� I "-- SANITARY EXISTING STREET CURB t : i - ,. / _ --.. .. ->^ �- WATER MAN - REMAIN.UNLESS NOTED '• - ._... HYDRANT OTIGFRWtSE OR PER IMPRO ENTS ,( .1 •LA��'\. .'= Il --- -_- ----------------- -----I III- STORM SEWER_ Station 11111114 ± �,� , �� - - - -- _. s>o__ GAS Phase 2 EXISTING SIGNAL ' - _. t _ R� —FS-- UNDERGROUND ELECTRIC p� ��.11 ' -.,,- t- r� .. .. Richfield, Minnesota POLE AND BASE 4 41 ' a• A. �_ �re _.__ MN OVERHEAD ELECTRIC TO REMAIN _ � ...,. . ---� ac- UNDERGROUND TELEPHONE REMOVE TRAFFIC SIGN - "- _._ EXISTING CROSSWALK(6'.FADED) (I POST. SALVAGE SIGN -- T HEAD IET.EPFiON AND REMOUNT ON NEW PF• REMOVE EXISTING HYDRANT AND VALVE COVER TO f or TELEPHONE FIBER OPTIC PIPE LEAD.VALVE TO REMAIN. REMAIN,ADJUST REMOVE CONCRETE WALL REMOVAL EMITS.REMOVE ALL CABLE TELEVISION CAP LEAD PIPE,AND THRUST T MI ELEVATION(TYP.) ��+ ITEMS UNLESS NOTED OTHERWISE -r r- � Existing Conditions & BLOCK AFTER VALVE. W .7T 6 �J_J__ ,.I PEE.', Removals sue_._.-.._._ -__ t SALYA STORE:AND 1`INSTALL --..s+'e__. sys ' CLEAR AND(RIB MODIFY ELECTRICAL HANDHOLE,SEE L k_ : CONCRETE RELOCATE AND PROVIDE NEW RELOCATE GAS UTINTY - BITUMINOUS HANDHOLE OUT OF NEW POD RAMP T� NOTIFICATION POST,PER TREES AND LANDSCAPING, TRASH RECEPTACLE,NEWPAPER STAND, LK21nNG PLAN ' THE DIRECTION OF RE HOVE BOULDERS AND BUS STOP SHELTER.DISCONNECT"- ELECTRICAL FROM BUS STOP. REMOVE .-" `,�LJ TREE REMOVE CONCRETE SIDEWALK,PED MI CENTERPOINT ENERGY (TIP.) - ....._.- " WIRE CONDO T AND OTHER RELATED ISMS. 1@ RAMP AND RELATED CURB(TIP.) . .- - --. - .. .• EXISTING CROSSWALK(6', FADED} C_ . __._ ._._ _.-_ - ._- _. ___ _.- ->-.._.. .._ - . ... :. ._. ;;z ._..• 7( TRAFFIC TRAFFIC A SALVAGE TRAFFIC SIGN - - I APPROXIMATE REMOVAL LIMITS Dm. 06/30/14 0' 20' 40' 60' Sheet C2 20111102.04E 1U01.aws I - 02014 Westwood Professional Services.Inc General Site Notes Site Summary Coll 48 Hours before digging: � -ST* C& ems- - - _- _ _ _ _ _ „ ;: - .. 1 SEE ARCHITECTURAL PLANS FOR BUILDING INFORMATION PROPERTY LEGAL DESCRIPTION: LOT 3.BLOCK 1, Twin City Area 651-454-0002 1 ?+ �, 1 - - LYNDALE STATION Mn.Toll Free 1-800-252-1166 ;r '' - z SEE UGHTING/PHOTOMETRIC PLAN FOR LIGHTING INFORMATION AND UGHT 0 1. t .r I ,, i. _ ... -....-._ LOCATIONS CITY TO APPROVE ALL LIGHT LOCATION IN AND ALONG PROPERTY ZONING: PC-2 (! RIGHT-OF-WAY. /// :-.`- t (EXISTING AND PROPOSED) (PLANNED GENERALtyyood / I 3. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES PER COMMERCIAL) �' i-., `�, SURVEY BY HARRY S JOHNSON,DATE)REVISION 5-20-2011 AND UPDATED VLt:twrod Wofedard Services,Inc 1 a _ PHASE 1 DEVELOPMENT PLANS BY WESTWOOD. CONTRACTOR SHALL FIELD COMPREHENSIVE PLAN: C-2(COMMERCIAL) 7O9Aned Ememia DRAINAGE D VERIFY SITE CONDITIONS D UTILITY LOCATIONS PRIOR TO /., �' UTILITY EASEMENT EXCAVATION/CONSTRUCTION.IF ANY DISCREPANCIES ARE FOUND,711E ENGINEER ' t !, SHOULD BE NOTIFIED IMMEDIATELY PROPERTY AREA LOT 3: 53,105 S.F.(1.22 AC) PROW 952-9373150 I.. DRAINAGE D. .. U7IJTY EA EtNRE° -- -- i 4 4. REFER TO SURVEY AND PLAT FOR LOT BEARINGS,DIMENSIONS AND AREAS. BUILDING AREA LOT 3: 8,204 SF(8.500 SF APPROVED) TOILMEE t-/869373790 f i � xn ARE 162-9373MV EXISTING STREET/CURB TO REMAIN,,:�'' ; l i ,.t"j UNLESS NOTED/OTTIERMSE cry.) „' O i / _ __ ,/ :...e: 5. UNLESS OTHERWISE NOTED.ACE OF Wfffi OR EXTERIOR FACE OF BUILDING BUILDING FLOOR-AREA-RATIO: 0.15 w" �n .:...:: __. 6 I,„' t I LOCATIONS OF EXI AMPS AND TRUCK DOCKS DIMENSIONS AND TRASH FACILITIES: BUS SHELTER BUILDING !` REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING © 6.0' ,.,.... TS,R Dedraed: PDS I' ` If 0 I OVERALL IMPERVIOUS SURFACE: 228,568 SF(76.2x)APPROVED l/"iO ; ■�. ■ .' _. __. ..._ 1 __..... .. .. _-_.- 7. �RB RA011 SHALL BE 5.0 FFJ=T(TO FACE OF WRB)UNLE55 O7HFRMSE OT 3 IMPERVIOUS SURFACE: 46.293 SF(87.2X)APPROVED :; W Q I (FROM MASTER PLAN) > 4�N 7 tFI 8. ALL CURB D GUTTER SHALL BE 0612 UNLESS OTHERWISE NOTED. LOT 3 IMPERVIOUS SURFACE: 46073 SF(86.7%)PROPOSED Board �, '- O ,` �,�.� [Y� O : -... ...... - MAINTAINING (UPDATE)) Drew*b7/dYa I 4'Z4 CC�y ��*\v O 1 LOT LIGHT 9 TEMPORARYACAND PEIRMANEENNT RESPONSIBLE FOR TRAFFIC CONTROL�PLAN D DEVICES SUCH AS - 0 �.411y, ��I , I .TO_S(REMAlN(T1P"G L _.__...__..■1 r ;, jy _ BARRICADES,WARNING SIGNS.DIRECTIONAL SIGNS,FLAMERS D LIGHTS TO PARKING MINIMUM DIMENSIONS: 9'X19'•24 DRIVE AISLE �_ + ,I ., - © I TRAFFIC WHERE NECESSARY.PLAN,PLACEMENT PARKING MINIMUM COMPACT: 8'X16' - 1•- _ D INSTalA71ON OF DEVICES SHALL BE APPROVED BY THE Ye�iius �.� i. M ci CITY/COUNTY D ENGINEER PRIOR TO IMPLEMENTATION.TRAFFIC CONTROL . m-u-an4 arc mr■mS O (� PARKING MINIMUM REQUIRED: 389 SPACES �� ® � -�ft),'� '.„ Q7 DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. �; r - - -- (APPROVED BASED ON 73,326 SF TOTAL.WITH 8,500 SF PHASE 2) _ •�4 I 10.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH I' 'T W f I ��- . J O THE RECOMMENDATIONS a mE GEOTECHNICAL ENGINEER. FOR MILL AND OVERALL PARKING BALE 400 SPACES - ---- OVERLAY,CONTRACTOR TO REPAIR ANY CRACKS OR PAVEMENT FAILURES OF `1 OVERALL PARKING REDUCED: 6 SPACES v O ` 1/� 4. (lt Q`, © - E38STWG BASE PRIOR TO OVERLAY. ENGINEERING MUST BE PRESENT TO / -� OVERALL PARKING PROVIDED: 394 SPACES _ lL�:. _.-- ___. INSPECT ALL CONCRETE FORMS WITHIN ROW PRIOR TO CONCRETE POUR.MINIMUM 1. l *T/ 't � )I'%" O Q / 10 �, EXTENDED CURB UP ._._ I 11.CONSTRUCCTION D TAKETALL PRECAUTIIOONS NECESSARY TO AVOID PROPERTY LOT 3 PARKING REDUCED: 6 SPACES VEHICLE MANUEVERIIG DAMAGE TO ADJACENT PROPERTIES LOT 3 PARKING PROVIDED: 87 SPACES ^ - _ ' 12. GEOTECHNICAL REPORT FOR FURTHER INFO ON SOIL AND PAVEMENT/ ° ;041/0111// © �. I 2 RECOMMENDATIONS. BIKE RACKS LOT 3 REQUIRED: 5 BIKES � F V r © i ►/ ....__. _...... BIKE RACKS LOT 3 PROVIDED: 6 BIKES( BIKE POST) r e,ey del an. w r r�. t . ES 7W0 OS i� M. p.y..ry y I.i ® ..P--/ �/ I I 13.REMOVE,SALVAGE,STORE NIB REINSTALL ALL PUBLIC SIZE FURNISHINGS D �ices i.a:s r eI. • /' EXISTING O 3` ��-`J ( `, I RECEPTACLES,ACLFS,BUS SHELTERS,SIGNS.&BUT NOT WAITED To,.OTHER RELATED IIEMSNCHES TRASH F :: MID-BLOCK ],y _ p 7 �� © II © ,...._1._ Peal D.Seceder : /i/ PEDESTRIAN CROSSING J' ! ) : � J J ! , ....... twee --- rEe•.N. 1` - y-: I ' j I r 1 �-I-RESIRIPE PAVEMENT MARKINGS Slgilage and Striping Notes ------ --- r" m ,J.I. AS NEEDED , A I GtE SE TRAP. / - O " _- ' 1. ALL TRAFFIC SIGNS,PAVEMENT MARKINGS,AND O7NER TRAFFIC CONTROL : ! / ; SEE enure I 41 MIN. OA , .. .._.. DEVICES SHALL CONFORM TO THE STANDARDS OF THE FHA MANUAL ON /, o ,! +.. ��tiU ® 1© '''''''''''}'''',1 PF A ' UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 4.0 !: : i \� I { , -- I 2 PARKING LOT STRIPING SHALL BE 4 WADE COLOR WHITE,TWO COATS OF PAINT. ;; / �/ • O : ruy: I \ .-__ ._. ... ...... CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN ------ I IN MITE(TWO COATS). Vii,, �.i Y o /, -' /- Z`I .- © ..I • 3. THE ACCESSIBLE PRAM S PROVIDED OF ACCESSIBILITY AN CONTRACTOR DESOGGNAIED PAINT O Site Key Notes © �r ■ Q „F, A _�I _ I EXISTING PARKING CURB TO REMAIN. ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER(TWO COATS OF /'',, n-W. #1 -..3 _ TNERWISE(w.) PAINT). CONTRACTOR SHALL PAINT THE WORDS NO PARKING'IN EACH A TIE-INTO EXISTING PAVEMENT OR CURB(FIELD VERIFY) /"_ - 'DOW' 0 I MINIMUM 12 IN HEIGHT. T TO AN ACCESSIBLE SPACE IN WHITE LETTERS UNLESS NOTE)O ACCESSIBLE ISLE ADJACEN !y 8 CONCRETE SIDEWALK(TIP.) I:'"FOR UTILITY PLAN r. f / WINDOW o�I ��'I% .I .I.._ _ ._ BB CONCRETE SIDEWALK-HEAVY DUTY(TYP_) CONNECTIONS IN THE ♦♦ ® . `,�; /. -"' 4. ALL SIGNS SHALL INCLUDE POST,CONCRETE FOOTING D CASING WHERE C CONCRETE SIDEWALK-DIFFERENT SCORE PATTERN(TYP.)i THE PUEILIC STREET; �2a1II Q COFFE SHOP I all .,,,, ©. I - .... I PROTTECTED BYY CURB. CASING REQUIRED IN LOCATIONS WHERE POST IS NOT D BITUMINOUS PAVEMENT-REGULAR DUTY(TYP.) / (TYP.) Q ' PATIO IL� E PAVEMENT f RESTORATION-MATCH EXISTING STREET PROFILE Prepared for / ll��i I I / ,/ - 0�: I _ _ - .. .. S PAINT((TWO COATS)PLACED AT THE STOP SIGN LOCATION,A MINIMUM OF 4' -MATCH EXISTING STREET Wellington : 1�, .. I FROM CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL ® F CONCRETE CURB AND GUTTER B61 0-ILA _______ _........._..._.._ TRANSITION BETWEEN LANES TO THE CURB. GC CONCRETE FLUSH CURB WITH TAPERS f RELOCATE:PAVEMENT MARKINGS. H PEDESTRIAN RAMP-PRIVATE ��y�p� / _ / . © I AS NEEDED .. I 6. ALL SIGNS SHALL BE BE PLACED 18"BEHIND THE BACK OF CURB UNLESS I PEDESTRIAN RAMP-PUBLIC WITH NEW CURB,ALIGN W/CROSSWALK gemen 1 Q I --- I OTHERWISE NOTED. r �. RESTAURANT! I �� I K STRIPING-4 SOIL MITE STRIPEaNDS)YE AISLE ^ / . t 7. PROJECT IDENTIFICATION SIGNAGE TO BE REVIEWED AND APPROVED BY CITY. Ines y 4 RETAIL y I L SIGNAGE-TRAFFIC,PARKING,HANDICAP 1 DRAINAGE D.'7 1 8.204 SF r :I , 8. REMOVE D REPLACE ALL TRAFFIC SIGNS WITHIN PROJECT AREA AND ROW. M SIGNAGE-ROADWAY RELOCATE ON NEW POLE.SEE STOWAGE D 88.7' .r -_.J r 1 PROVIDE NEW POLE AND FOUNDATION. SIGNS TO BE SALVAGED D INSTALLED STRIPING NOTE 1625 Park Drive,Suite 100• 'UTILITY EASEMENT I I / ,�1, Q WITH NEW HARDWARE.OR PROVIDE NEW SIGNS. ALL TRAFFIC SIGNS AND �� --/,,._.r`�. INSTALLATION IN R.O.W.TO BE APPROVED BY THE CITY AND COUNTY.SEE N TRAFFIC ARROW SCUD WHITE SL A[in0ea0ta 55108 o o� •/ I ,.�G ..� O �I _ - CITYS STANDARD SIGN DETAIL,FOR 4 SLEEVE DETAIL SIGNS MOUNTED ON 0 STREET LIGHT-CITY STANDARD 35'HE r5I � ' I Q RES Al1RANT ENCLOSED �% I`' j1, ©- PAV MEN EXISTING HANDICAP I LIGHT POLES IS ALLOWED AND PREFERRED,PER CITY APPROVAL P PEDESTRIAN LIGHT-CITY STANDARD 16'HT. / PRI ATE PATIO SEATING Y - O PAVEMENT MARKINGS.AS NEEDED O , ( e n SF) DRAINAGE AND Site l Legend 0 SCULPTURE/PLAQUE-RELOCATED.WITH 30"HIGH CONCR�E BASE .:�1 +. � © I -- �a� I UTILITY EASEMENT = , R PLANTER SEAT WALL-18'HIGH WITH 42"HIGH PIERS Q 0 (0,AF/��' r- .4.0'MIN. Q© Q 0 ��, ■pir © �1 -r Ptt�O S ORNAMENTAL FENCE-36'HIGH,PICKET 11! 0 \ i �■ byy I.-OR fi0A'^ __ 1� ---- ---- PROPERTY LINE T 4sN HIGH,PEi IxALCOrIOI)FENCE/GATE- �� t} ` e 4°V � � ■�• `�.; � __ __ � - SETBACK LINE IAA - ■.�■ awa■u► _ _ U ORNAMENTAL CORNER SIGN- 1YNDlLLE STATION'LETTERING Lyndale _ Station EXISTING TRAFFIC POLE � d ■ W�ln� �. I I -,•" - � � ' - -- _- - (BASEMENT UNE UU BIKE RACK-TWO BIKE POST EGHT AND CONCRETE � �� i_-.I_-. ,-. �t! • , - V PRIVATE SEATING-TABLE AND CHAIRS.BY TENANT Phase 2 •a - CURB AND CUTTER IJ CONCRETE PLANTER IK 48'DIAMETER X 18`HIGH f/. BASE TO REMAIN ©O �' Q a. N�4 C 0 0 -: _ _�__,,.�__ - TIP OUT CURB D GUTTER X ER.BUS STOP SHELTER-RELOCATED Richfield,L EXI571N (317UMlNOUS S PULL-OFF LANE Richfield Minnesota EXISTING PEDESTRIAN 0 ._. Q . ............ _...... .. POND NORMAL WATER LEVEL XX EX.TRASH RECEPTACLE-RELOCATED• CROSSING(FADED), - A)JUST EXISTING UTILITY COVERS EXISTING ROW/PROPERTY UNE(TYP.) Y DRIVE THRU MENU BOARD AND ORDER SPEAKER 7 ( ) © FLUSH TO FINAL GRADE(TIP.) RETCHING WALL Z TRANSFORMER 6'MADE Off( SJAI� X 1N © -r �- FENCE w DUTY CONCRETE PAVEMENT �O Sigl L egena NG lifl WEST 66TH STREET CONCRETE SIDEWALK r EXISTING STREET CURB TO REMAIN. o NUMBER OF PARKING STALLS REFERENCE SIZE MnDOT DESIGNATION WA UNLESS NOTED OTHERWISE(TYP.) © COMPACT PARKING(ILLUSTRATIVE ONLY) Sl STOP SIGN 30'X30' R1-I Site Plait SEE UGHT1NG PLAN FOR ELECTRICAL D TRANSFORMER(CONTRACTOR TO S.2 ACCESSIBLE PARKING t2"X 18' R7-8A HANOHOLE MODIFICATION(TYP.)_...:.. PROVIDE CONCRETE PAD) S.3 DO NOT ENTER 30"X30' RS-1 * SITE LIGITING(SEE BELOW) S.4 ROADWAY SIGNS(GENERAL) MATCH EXISTING -- TRAFFIC SIGN S.5 DRIVE-THRU TENANT CUSTOM ,�• POWER POLE S.6 NO PARKING 4AM-8AM 12"X 18' CUSTOM • BOLLARD/POST S7 DO NOT BLOCK EXIT 12'X 18" CUSTOM MS .p p.p 80 PARKING LOT LIGHT-PRIVATE Date 06/30/14 w PEDESTRIAN LIGHT-PUBLIC,16'MT.CITY STANDARD Shy, C3 0' 20' 40' 60' 4j. STREET LIGHT-PUBLIC.35'HT.CITY STANDARD 20111102.04SPF02..9 i I 02014 Westwood Professiond Services.Inc. Call 48 Hours before digging Grading N/Notes g 1, GOPHER STATE ONE CALL t % )� - .. _ I. LOCATIONS ' Q - • (( j _ AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE CONTRACTOR SHALL Twin City rea 651-454-0002 Ir' /- t% ( . . Y - FIELD VERIFY SITE CONDITIONS AND UTIJTY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED Mn.Toll Free 1-800-252-1166 '` 11:,i / 1 IC ice' _ _ - IMMEDIATELY IF MY DISCREPANCIES ARE FOUND. //�• - { .r, '• - _ 2. CONTRACTORS SHALL REFER TO•ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE,SLOPED PAVEMENT,EXIT , - f ! 1 PORCHES.O DRAMS.TRUCK DOCKS.PRECISE BUILDING DIMENSIONS,EXACT BUILDING UTIUTY ENTRANCE LOCATIONS.AND EXACT LOCATIONS AND � 4._ i:r NUMBER DOWNSPOUTS. :i .y { ? PROVIDE INLET PROTECTION // t �-r t t( 3. ALL EXCAVATION SHALL BE IN BACK CE RESTORATION' THE CURRENT ENGINEERS OF'STANDARD SPECIFICATIONS FOR iRENCN EXCAVATION AND OeL ".11 AT DOWNSTREAM C8 /+' t 1 _ FRl/SURFA A'AS PARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. Eden Prairie,141195344 R 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE TOPSOIL AT A MINIMUM DEPTH OF FOUR INCHES,PLANTING BEDS TO BEGONE MINIMUM NIOHE %24373130 .x� DEPTH OF TWELVE INCHES TOPSOIL TO PROVIDE OPTIMUM CONDITIONS FOR PLANT GROWTH,AS APPROVED BY OWNER. THESE AREAS TO BE FAX ' + I SEEDING AND WATERED FOR PRIMARY ESTABLISHMENT OF LAWN GRASS,AS REQUIRED.UNTIL LANDSCAPING CAN OCCUR. SEE LANDSCAPE TpL m'+0 fy;_ u / PLAN FOR PLANTING AND TURF ESTABLISHMENT. GRADING CONTRACTOR IS RESPONSIBLE FOR STRIPPING AND STOCKPILING EXISTING TOPSOIL --" <" AND STORING IN AN OWNER APPROVED LOCATION,OR PROVIDING NEW IMPORTED SOIL THEN RED$SIRIBUTING TO FINAL GRADE AND PROVIDE unearwerewoodpscom '' 1 I \ FINE GRADING FOR LANDSCAPE INSTALLATION. REUSE SUITABLE EXISTING SOIL(TOPSOIL)MATERIAL FOR LANDSCAPING ON SITE,IMPORT /•' 1 ONLY AS NECESSARY. //', t' S FOR AS `1 •, / ... t APPROVED BY THE ENGINEER PRIOR TO PLACEMENT TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE l PDB 9.. 1 THE CONTRACTOR SHALL BE RESPONSIBLE OR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH BARRICADE WARNING If t:�� • 4`.. SIGNS.DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE ;; i •' + 1 ,��=35' 141100E STANDARDS.r 4310 1 3o i c Deems -------- ----------CM- Hit . ;.:._._ ;•i 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER.UNLESS OTHERWISE INDICATED ON THIS SHEET. If L� i 4 Record Dresden Wide T `�' .. ..__ .. .... - :.. .: 7• SHE)SURFACE WITH UNIFORM SLOPES ;i i • . �:;' 1272 BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES / $ v, oN 'if VIDE A SMOOTH FINISHED J t ; INLET GRADE AREAS AND / O ;; 3 43. f 4a70 -- - - .. .... ... \� 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS&GUTTER FLOW UNE UNLESS OTHIERWiSE NOTED. PROPOSED CONTOURS• i ARE TO FINISHED SURFACE GRADE. Reviioee -J _ f , e,-t-o WV COMMIS /'".. ��\ ,+OO• •- 9. ALL PROPOSED CURB SHALL BE B612 CONCRETE CURB Mc GUTTER.ALL CURB SHALL BE TIPPED-OUT WHEN GRATES DICTATE A FLOW AWAY �'" ^V i i lz.•. j - FROM THE CURB. ---.._----....__.---------._...._.._.__......._.._.....__.._._ 70 F .. //� W la SIDEWALKS SHALL BE DESIGN WITH A MAXIMUM CROSS SLOPE OF 1.5X.SIDEWALKS WILL BE INSPECTED AFTER CONSTRUCTION: ANY SIDEWALK 39„ NFS WITH LESS THAN 0.5%OR GREATER THAN 2X CROSS SLOPE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 11, SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS SEE BUILDING PLANS FOR BUILDING PAD HOLD DOWNS �" _ '� '. 12,CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTIJTY CONSTRUCTION IS so --- ��'44'4?-.,, COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE ;'' - ' �j.;- 44 -- 0 .4" REGULATING AGENCIES 43 z6 /! (t �� I j[ 13.CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICETNStD PROFESSIONAL ENGINEER. I/jL tf•� 44.1 ` \♦ I_ 14.ALL CONSTRUCTION SHALL CONFORM TO LOCAL STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE FLMINADON ii •m .iff8 .4460 MATL:H,€XISIING \ i SYSTEM NPDES PERMIT REQUIREMENTS. 4a..s� A`w�� "�°s I Q` '� 0' . /,'� \` Imo/ PAVEMENT, \\ i ( ) voa mar am wog.at 9.691a el aa� � n / �` .30 \� i , 15.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT,A PROOF ROLL,AT MINIMUM,NIL BE REQUIRED ON THE SUBGRADE.PROOF I;' / ROWNG SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES PATH FULLY-LOADED TANDEM-AXLE DUMP TRUCK,OR i; , d \ APPROVED EQUAL IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING 3etiau�/, ROGC STRUCSON,.,v. , 1 ' >/ 'd'^�I. '`-._ ., ., .P,r LABORATORY.AREAS Of FAILURE SHALL BE EXCAVATED AND RECOMPACIED AS SPECIFIED HERON. ors.-=�L -. tta_'__' 19___ �••'' ENTRAIN 1(.1W) vtP J ;.-.. 445.40 ?NN �.• � 46 i�� . / / ro.. I j ! 16,EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE YATH THE ■ / •_ I J i I '�.. _ -.\ I ,z SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 21O5,3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAI ENGINEER. - -.. - - - f ,43.7'- 1�, ;//.14 f 3t.,'} 4 "'7' - _ )i 17,EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD,STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WAIN v. 44 I/ ,,, iH �+ $ \ E /' 1 A <f. .$ R 3iii I.,,�rt -�7�, - - ) t REQUIREMENTS OF THE ORDINARY COMPACTION ME1H/D AS WTLNED IN MNDOT 21D5.3F2 I, PROVIDER 5X•c . :./ : ,° /' -Ay eft l;lT"£4 ¢�-; .. ,, i _ _ t i 18.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF• SLOPE FOR SIDEWALK. - J fyl� ,4 �.( 6.1 *d�ti �\ - \ ....0 S. REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOIECHNICAL ENGINEER.THE CONTRACTOR SHALL MATCH EXI$;Y'CURB { /f y - --5 _ f BE RESPONSIBLE FOR COORDINATING ALL REWIRED SOILS TESTS AND INSPECTIONS 1WTH THE GEOIECHNICAL ENGINEER. 1 1 \ Erosion Control Notes i _ 3 4680 t4 z2 44 7/�I ..1, ! i,1,......_.L. - 1 =� T INLET PROTECTIONN• /• .:� /445. if -. ( ,,, 1. CONTRACTOR TO TRANSFER OWNERSHIP OF MPCA NPDES PERMIT AND PROVIDE REQUIRED INSPECTION AND OTHER REQUIRED EROSION `\\ CONTROL WORK.Er:/ _ „ 4/..i1/1, :•"', ,/ \ -�/ 3 -- ' ,•,\ • 2.BIOROUS WALL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS%WHERE STORM WATER RUNOFF MAY LEAVE THE SITE,PRIOR //:; % --,..,4:,-:• ` � e 1 `♦ 116 J - \ \ TO ANY EXCAVATION/CONSTRUCTON ACTIVITIES. / ✓ i� "Ai1 I sY.'_ I 47..1'!1 l ii t/' 3. ROOC CONSTRUCTION ENTRANCE WILL BE IJS7ASfD AT ALL CONSTRUCTION ENTRANCES. /_• / ,' ,4511 /M...ism, �_L --�// ___ _ Z 4.SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSBILITY FOR CONIROWNG All SILTATION AND � _ -;. �.. �4;iSt/.' / f ,'755 •f , i EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION Dewed for: �r`" F �$ t �,ll�,�� { INCLUDING BUT NOT UMITE)CATCH BASIN INSERTS,ROCK CONSTRUCTION ENTRANCES,EROSION CONTROL BLANKET,AND SILT FENCE.•x 4484 . / / /�'; € 4730 M:��/ 1 CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER.THE W_lii OWf 45. �- / J I _ i , 11 CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT.THE OWNER W•�i1iJiL it / 1 1 4755 i• ` ' MAY DIRECT THE CONTRACTORS METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS ANY DEPOSITION OF SILT OR MUD ON ` VV t f 4�J ylj� ? I 1 NEW OR EXISTNG PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE I�s�� *yWp�l •t j a> g n I CLEANED TO THE SATISFACTION OF THE OWNER,Ni AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE i-i(4liF �.JilGl`l• BIER LLS AT Do} TREAHM \ t / a • m 4P m g / EDGE OF DISTURBED AREA j •f [: I 1 a"o _Q REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. �n ADJUST LOCATIUMY DPRING k°`' -'•' _ '55` 1 f \ j I _ 5. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION(W1MCO OR EQUIVALENT)AROUND ALL CATCH BASIN GRATE INLETS,AFFECTED BY C. CONSTRUCUcS S NEEDED. 1 ## t .:_ �,, i { I - I i THIS CONSTRUCTION. > > PROVIDE 2X MlIX 1 /? 17ss •E CROSS SLOPE ROIL I 6. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS W NOT BEING ACTIVELY 1625 Energy Pads Drive,Suite 100 ` / - t ; r SIDEWALK_MATH 1 GRADED WITHIN FOURTEEN(14)DAYS. ' '' EXIST CU �'Paul,Minnesota �� 46. i t I I __ ( 7.FOR AREAS PATH SLOPE OF 3:1 OR GREATER,RESTORATION WITH SOD OR V.000 FIBER BLANKET IS REWIRED. • 1 1 t. • t, I ii �f 1 PtP t>i<. \. t,. N.. ' 8.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL.AND DEBRIS.STREET SWEEPING SHALL BE COMPLETED DAILY. i FFE-8 7.55 �•' x 1- T l-_- E Grading Legend JJJ 46.•• yj 4558: ,7 3_ ;I 47.05 if •t � se w ruc .... ! Lyndale 9,J i 5° 47.4 - 1 ` Z i 45.74 a i / Ir l 55, 7C , X4631) ; - .._.. '-__....... __...__ __ -___ PROPERTY LINE•/ i � L t% i a7.ts ; ! 1 LOT LINE - •■ ;" ' . 4 30 46.94 fT6D �80�••+ 7. � TING .- .. 98y__� MATCH EXIS t. SIDEWALK _. I rwwwis .. INTERVAL CONTOUR Station 7 l�. 5 - ' r ' ..60, WRB AHHO GUTTER �aa�e n.,9 r7!e?- ssss .®. * SILT FENCE y 46.44;fly ��7a �Y��flifl7�� c � f,47.55 4.4 47.4 ..-.... ._ _ N-� STORM SEWER Richfield, Minnesota • - "°` \t O 4 �e 47.59 47s3 _ '# _.. -_. WATER MANS \� 47.52 y ... ,. .,. ......_•-""__-"-. ; 47. >..- .03 :,.46.95.. ,.ro „'46.82 46.64- _ _ / SANITARY SEWER .. _.. ._:._ 46.50 ' .t;f �x 48.99 - . ", RETAINING WALL ' 4s.92 www DRAIN TILE L Erosion PROVIDE 1X CROSS ><- Grading le Erosion BREAK LNE 'w^' '®11 + GRADING LIMITS SLOPE FOR SIDEWALK. \\ PROVIDE INLET PROTECTION [elan MATCH EXIST.CURB. WE T...V,6TH_STREET, -,.. ._....AT DOWNSTREAM CO [e837,80 ROCK CONSTRUCTION ENTRANCE OR EQUIVALENT Control Plan 837'60 SPOT ELEVATION t�sOx FLAW DIRECTION ALL WORK'WITHIN Rom. SHALL REQUIRE PERMITS. .. _ PERMITS WILL BE OBTAINED FROM THE CITY AND - _ ,_... _.___.. 1 .___,y . TOP AND BOTTOM OF RETAINING WALL HENNEPIN COUNTY. ; "-- - :_._._ _.. .. - -.. _. ... 847 _ .... R E.O.F. EMERGENCY OVERFLOW 20' 40' 60' :-10 Mc 06/30/14 .-- n":.,. - e se 10 SOIL BORING LOCATION Sheet C4 QO CATCH BASIN INLET PROTECTION 20111102.04x8-01.d..g I _ I 02014 Westwood Professional Services,Inc. Call 48 Hours before digging: GOPHER STALE ONE CALL W Twin City Area 651-454-0002 Mn.To Free 1-800-252-1166 SWPPP NARRATIVE POTENTIAL STORM WATER POLLUTANTS A NOTICE OF TERMINATION(NOT)CAN 8E APPLIED FOR PRIOR TO COMPLETION OF ALL CONSTRUCTION THE SWPPP IS PREPARED N ACCORDANCE 141H THE NATIONAL POLLUTANT DISCHARGE EUMNNA1ION SYSTEM(NPDES) POTENTIAL POLLUTANT SOURCES,INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT Tiff SITE, ACTIVITY E ALL THE FOLLOWING CONDITIONS ARE MET: WWytwoodhdedaWSenNOX Inc. REGULATI NS AS ESTABLISHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BAPS,7)E POTENTIAL POLLUTANT SOURCES ARE NOT 1. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS 7999Anayern Ur Me CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SNAPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NO1KE OF REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. 2. AT LEAST 90%BY AREA,OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN Eden balk MN55344 TERMINATIN. E FOLLOWING ARE OUTLINED N THIS SWPPP: COMPLETED AND PERMANENT COVER IS ESTABLISHED ON THOSE AREAS, -CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION CONSTRUCTION MATERIALS,CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: 3. ON AREAS WHERE CONSTRUCTION ACRNTY IS NOT COMPLETE,PERMANENT COVER HAS BEEN MOM 95203150 -CONTROL MEASURES FOR STORM WATER POEURON PREVENTION AFTER CONSTRUCTION ESTABLISHED. FAX �'� D MAINTENANCE PROCEDURES POTENTIAL POLLUTANT LOCATION CONTR01 MEASURE 1DLLFPEE 1-0X69373190 AN1A'REEZE __ .. YARtOSHS___ ;zECONDAR.Y_COHiAlNMENI/0 ...PAN_._.. .. -..... sWF'PP,vN9'EC1HN5 AND MAN71?NANCF www.waMVOOdpsoow THE GRADING AND EROSION CONTROL PLAN PREPARED FOR 66TH AND LINDALE(LYNDALE STATION)SHALL BE CONSIDERED DIESEL FUEL.... ...._ VARIOUS SECONDARY.CONTAINMENT../DRIP PAN...._.. PART OF THE SNAPP. FERTILIZER LANDSCAPE SECONDARY CONTAINMENT PROJECT LOCIIROM CONTRACTOR __. EROSION AND SEDIMENT CONTROL INSPECTIONS GASOLINE - N EQUIPMENT SECONDARY CONTAINMENT/WOW P PAN THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN(SNAPP)FOR 66TH AND LYNDALE(LYNDALE ,FUEUNG_AREA 1)rd�^� GAi. STATION)N RICHFIELD/MINNESOTA. THE SITE IS LOCATED EAST OF LYNDALE AVENUE BETWEEN 651H STREET AND 66TH GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT INSPECTIONS SHALL BE CONDUCTED BY A TRAINED AND QUALIFIED PERSON EVERY SEVEN DAYS AND S POB STREET. HYDRAULIC OILS/FLUIDS CON- TRACTOR SECONDARYCONTAINMFNT WITHN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 NGFS IN A 24 HOUR PERIOD. E PAINTS CONTRACTOR SECONDARY CONTAINMENT -- OWNER OR AN ALTERNATE WILL CONDUCT E INSPECTIONS AS SPECIFIED IN THIS SWPPP. Da.ws GAr. OWNER/OPERATOR INFORMATION GREASE CONTRACTOR SECONDARY CONTAINMENT/DRIP PAN ALTERNATES V.1LL INCLUDE INDIVIDUALS TO BE DESIGNATED BY E OWNER AND MAY INCLUDE -°-------- 66TH AND LYNDALE LYNDALE STATION)IS OWWNED BY LYNDALE STATION,LLC,c/n NEDI.UNGTON MANAGEMENT,NC.,1625 SANITARY WASTE PORTABLE SERVICE PROVIDER TO SECURE UNITS FROM CONTRACTOR PERSONNEL OR OTHER QUALIFIED O INDIVIDUALS AND SHALL BE LISTED N THE PROJECT Read �fyMI Westwood ENERGY PARK DRIVE,SUITE 100,ST.PAIR,MN 55108. BATHROOMS TIPPING OVER AND CONTAINMENT ED CONTACT INFORMATION SECTION OF THIS REPORT. __ SOIL AMENDMENTS VARIOUS SECONDARY CONTANMENT 66TH AND LYNDALE(LYNDALE STATION)N1LL BE CONSTRUCTED BY DORAN CONSTRUCTION,7803 GLDIROY ROAD,SUITE 200, LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR RESPONSIBLE FOLLOWING A RAN EVENT INSPECTION,THE NEXT ROUTINE(MEEKLY) NSPECTION WILL TAKE PLACE BLOOMINGTON.MN 55439. CONCRETE _ TRUCK WASHOUT_WASHOUT AREA WITHIN SEVEN(7)DAYS. ( » CONCRETE.)MORTAR. MOBILE I!p ?._ _P,c7_WASHWTARE"A_.. OOC OWNER/OPERATOR RESPONSIBILITIES .._...._. . THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: i 07-1,2014 OW taaars OWNER • -DEVELOPMENT OF SWPPP PRIOR TO APPLICA710N/N01 SUBMITTAL CONSTRUCTION NOTES I. RECORD DATE AND TIME OF INSPECTION -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM(NOl) 2. NAME OF PERSON(S)CONDUCTING INSPECTION _.___._..._._..-__...__.._-....___...._...__.....__........__._-._. -COMPLANCE W/ALL TERMS AND CONDITIONS OF PERMIT IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MANTAIN A STOCKPILE OF EROSION CONTROL DEICES AND SEDIMENT 3. RECORD RAINFALL RECORDS SINCE MOST RECENT INSPECTION -SNAPP SUBMITTAL FOR 30 REVIEW FOR PROTECT GREATER THAN 50 ACRES&DISCHARGING TO CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO SPECIAL/IMPAIRED WATERS INTHN I MILE OF SITE DISCHARGE. WATERS OF E STATE,OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY,CONTACT THE MPCA STATE 4- INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION -KEEPING PERMIT COVERAGE UP-TO-DATE(TRANSFER/SUBDIVISION)(PART ILB.5) DUTY OFFICER AT 1-800-422-0798. 5. INSPECT SITE FOR DEBRIS TRASH AND SPILLS -NOT WITHIN 30 DAYS OF COMPLETING NPDES REQUIREMENTS&COMPLETING ACRITY ON SITE(PART N.C.) TIMING OF MAP INSTALLATION 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEICES -IDENTIFY WINO HAS LONG TERM O&M PERMANENT OPERATORS SYSTEM. E EROSION PREVENTION AND SEDIMENT CONTROL BAPS SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED 7. INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. -DEVELOP CHAIN OF RESPONSIBILITY VATH ALL OPERATORS TO ENSURE NPDES COMPLIANCE SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING UST DEFINES THE TIMING OF EROSION PREVENTION AND 8. INSPECT THE ADJACENT SMUTS AND CURB AND GUTTER FOR SEDIMENT.UTTER.AND OPERATOR SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. CONSTRUCTION DEBRIS. -RESPONSIBLE FOR PARIS N.B.,U.C..IV.&APPENDIX A.PART C.IF APPIJCABLE.(JOINTLY WITH OWNER) 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER PRIOR TO START OF CONSTRUCTION 10.RECORD FINDINGS OF INSPECTION,INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS a°g'°"s°`"' `�+*-by�` emir my AS NEEDED. ewers��4e.nor.bet IIIONISMOW, THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN ME PLANS AND SHALL BE 11.RECORD CORRECTIVE ACTIONS TAKEN(INCLUDING DATES,TIMES AND PARTY COMPLETING THE OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED(TRANED PERSONNEL)IN E APPLICATION OF IMPLEMENTED PRIOR TO CONSTRUCTION: MAINTENANCE ACTIVITIES) EROSION PREVENTION AND SEDIMENT CONTROL BMP'S YA1O WALL OVERSEE THE IMPLEMENTATION OF 7HE SNAPP,AND THE 1- INSTALL SET FENCE OR OTHER SEDIMENT CONTROL AROUND E PERIMETER OF AREAS TO BE GRADED AND ALL AREAS 12 RECORD(GLANCES MADE TO THE SWPPP AS REQUIRED IN PART I1.A5 OF E GENERAL PERMIT Grdfd�s Sdroeder INSTALLATION,INSPECTION AND MAINTENANCE OF E EROSION PREVENTION AND SEDIMENT CONTROL DAP'S BEFORE AND WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 13.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT _ SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER a`---- /� 1�e1'r` � --- DON.TRAINING DOCUMENTATION AND INFORMATION MIL BE INCLUDED LATH E ON-SITE SNAPP WORKBOOK 2 PLANS. (.RAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.AND DOCUMENTATION. PLANS. PROJECT DESCRIPTION 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE E POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF OMITS OF CONSTRUCTION. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE SITE IS APPROXIMATELY 6.0 ACRES. CONSTRUCTION WILL CONSIST OF,BUT IS NOT UNITED TO DEMOLITION OF A 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES ALL SILT FENCES MAJORITY OF THE EXISTING BUILDING,PARKING LOT AND UTUIRES.WITH REDEVELOPMENT OF THE REMAINING PORTION OF THE FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES EXISTING BUILDING INTO A NEW RETAIL CENTER AND CONSTRUCTION OF A NEW RETAIL BUILDING,ALONG WITH ASSOCIATED SHOWN ON THE PLAN. E OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION.MAINTENANCE OF TEMPORARY AND PAVEMENT,UTILITY AND DRAINAGE IMPROVEMENTS FOR PHASE 1. PHRASE 2 PROPOSES A RESTAURANT/RETAIL AND PERMANENT WATER QUALITY MANAGEMENT BAPS AS NELL AS ALL EROSION PREVENTION AND REDEVELOPMENT OF THE EESTNG PLAZA AREA NEAR THE SOUTHWEST CORNER OF THE SITE. DURING CONSTRUCTION SEDIMENT CONTROL SUPS,FOR THE DURATION OF THE CONSTRUCTION WORK AT E SITE. PRE-DEVELOPMENT SITE AREA IS APPROXIMATELY S E FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE E FOLLOWING GUIDELINES WILL BE USED TO DETERMINE ff E EROSION AND SEDNAFNT CONTROL PAVEMENT,WITH VERY UNTIED HGTREENSPACE. DRAINAGE FROM LATH N THIS SUBCATCHMENT FLOWS BUILDING STRUCTURE VERLAND AND INTO A IMPLEMENTED DURING CONSTRUCTION: DEVICES REQUIRE MAINTENANCE,REPAIR,OR REPLACEMENT: SERIES OF UNDERGROUND STRUCTURES AND PIPE,WHICH IS EN ROUTED TO THE CITYS STORM SEWER SYSTEM IN 65111 1. PHASE GRADING WORK TO MINIMIZE THE DURATION MAT ANY DISTURBED SOIL IS EXPOSED. STREET. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL 1. IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 OF E HEIGHT OF AREAS F NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE 1MTHN 14 DAYS OF DISTURBANCE ACTIVITY E CONTROL DEVICE.ME CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS OF REFER TO E EXISTING DRAINAGE AREA MAP AND THE 6611 AND LYNDALE STORMWA1ER MANAGEMENT REPORT FOR MORE TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 21-111(OATS 20-120 DAY STABILIZATION)OR 22-111 DETECTION OR NOTIFICATION. INFORMATION REGARDING E PRE-DEVELOPMENT SITE CONDITIONS (1-2 YEAR STABILIZATION)SHALL BE USED FOR TEMPORARY STABIUZA1ION. 2 IF INLET PROTECTION DEVICES APPEAR PLUGGED MTH SEDIMENT,ARE FILED TO 1/3 CAPACITY. POST-DEVELOPMENT SITE CONDITIONS 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS 1WFtFtM(TRADING IS OR HAVE STANDING WATER AROUND THEM,THE CONTRACTOR SHALL REMOVE THE SEDIMENT THE PROPOSED DRAINAGE AREA IS APPROXIMATELY 5.62 ACRES IN SIZE. STORMWATER RUNOFF GENERALLY FLOWS IN A COMPLETE. AND CLEAN OR REPLACE THE FILTER WITHIN 7 DAYS OF DETECTION OR NOTIFICATION. NORTHERLY DIRECTION TO NEW STORM SEWER STRUCTURES AND PIPE THAT ULTIMATELY DRAINS TO A PROPOSED FLOWS 4. PLACE A MINIMUM OF 2 HENS/ACE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND 3. IF THE GRAVEL CONSTRUCTION ENTRANCES ARE FILLED MATH SEDIMENT OR OTHERWISE FAILING CHAMBER IN THE NORTHEAST PARKING LOT.25%OF THE PROPOSED LA FITNESS ROOF WILL BE DIRECTED TO THE WEST TO 7E STABIU STRAW YITH EITHER A STRAITHT DISK,DRAINAGE OR POLYMER. ONE CONTRACTOR STALL EITHER REPLACE E ENTRANCE OR ADD ADDITIONAL GRAVEL WITHIN DIRECTLY INTO CITY STORM SEWER,AND WILL BE NOT BE ROUTED TO THE GRIT CHAMBER.THE DISCHARGE PIPE FROM E 5. MUA811JZATION OF TEMPORARY 24 OR PERMANENT C NT E TI NA(T:DDR DRAINAGE THAT DRAIN TO WATER IRE THE CONSTRUCTION SHE 24 HOURS OF DETECTION OR NOTIFICATION. Prepared for GRIT CHAMBER CONNECTS TO AN EXISTING ON-SITE STRUCTURE,WHICH THEN DISCHARGES TO CITY STORM SLIVER IN 651) MUST DISCHARGES BE INITIATED WITHIN A NOUNS fE CONNECTING E DRAINAGE T BE TO ANY(X24 SYSTEM THAT STREET. EXISTING STORM SENER UPSTREAM OF E CONNECTION POINT WILL BE REMOVED OR ABANDONED.OVERLAND MAtNIN TO SURFACE WATERS. E ITHST 200 LINEAR FEET MUST BE STABILIZED MINN WHIN 24 HOURS. THE 4. IF SEDIMENT FROM THE SITE R IS OBSERVED ON PAVED SEDIMENT WITHIN OR S OF Wellington gto„ EMERGENCY OVERFLOWS ARE PROVIDED FOR E PARKING AREA IN FRONT OF LA FITNESS OVERFLOWS TO THE NORTHEAST) T 'DITCH SHALL BE STABILIZED TEMPORARY BARN 14 DAYS. OR E CONTRACTOR SMALL REMOVE THE SEDIMENT WITHIN 24 HOURS OF DETECTION `A1!I711L JLl ( T) 6. INSTALL SILT OTHER AROUND ALL CONTROLS. NACIVE STOCKPILES WHICH ARE NOT PLACED II7HNN EXISTING SILT IF NOTIFICATION. FROM AND FOR THE NORTHEAST PARKING LOT(OVERFLOWS NORTH OUT THE DRIVEWAY TO 65TH STREET). FENCES OR OTHER FPERINETER C(NTROX.S. 5. IF SEDIMENT FRO THE SITE iS OBSERVED ON ADJACENT STREETS,IN SURFACE WATERS OR REFER TO E PROPOSED DRAINAGE AREA MAP AND E 66TH AND LYNDALE STORNWATER MANAGEMENT REPORT FOR MORE 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PPE APRON OURETS WILL BE PLACED PRIOR TO BUT NO SOONER OTHER PROPERTIES,THE CONTRACTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION Management REFER REGARDING THE POSTE ARELOMAP AND SITE CONDITIONS THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO THE OF THE SEDIMENT AND IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE STANDARD DETAIL LOCATIONS TO PREVENT FUTURE DISCHARGES.(additional controls and information is described � LAND FEATURE(GLANCES 8. SUFFICIENT PERSONNEL.EQUIPMENT, SHALL NT,AND MATERIALS ALL BE MOBILIZED WITHN 24 HOURS OF A WRITTEN ORDER BY within the'SNAPP Notes'.plan sheet) SEDIMENT MUST BE RETRIEVED WITHIN 7 DAYS FROM T.LING APPROXIMATELY 5.28 ACRES ARE PROPOSED TO CE DSiRUBED-THE ONLY AREA NOT TO BE DISTURBED IS E PORTION OF THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL SURFACE WATERS UNLESS ADDITIONAL REGULATORY APPROVAL IS NEEDED. THE PERMITTEE IS THE EXISTING BUILDING THAT IS TO REMAIN. THE EXISTING IMPERVIOUS AREA IS 5.46 ACRES 97X. THE TOTAL PROPOSED WORK IN THE CASE OF AN THAT HASENCY. RESPONSIBLE TO CONTACT All LOCI.,REGIONAL STATE AND MRS AUTHORISES AND ( ) 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR INTERN 24 OBTAIN ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK TO REMOVE SEDIMENT IMPERIOUS AREA FORE SITE IS 4.96 ACRES(88%). HOURS OF DETECTION.OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. THAT HAS BEEN DISCHARGED FROM THE SITE 1625 Energy Park Drive,Suite 100 10.COLLECT AU.CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES,EMPTY WHEN DEBRIS REACHES TOP OF SE Paul,1 MOO IMPAIRED WATERS DUMPSTER 6. IF TEMPORARY SEDIMENTATION BASINS APPEAR PLUGGED 84TH SEDIMENT,OR FILLED TO 1/2 THERE ARE NO IMPAIRED WATERS WITHIN I(ONE)MILE OF THE PROJECT SITE THAT RECIEVE DISCHARGE FROM THE PROJECT 11.INSPECT POLLUION CONTROL MEASURES AS SPECIFIED WITHIN PART IV.F OF THE GENERAL PERMIT. CAPACITY,THE CONTRACTOR SHALL DRAM THE BASIN AND REMOVE THE SEDIMENT IIIHN 72 SITE AS INDICATED ON E PCA IMPAIRED WATERS MAP. THE MAP DID IDENTIFY GRASS LAKE LIT IN 1 MILE OF THE 12.REPAIR SILT FENCES INLET PROTECTION,GRAVEL CONSTRUCTION ENTRANCES AND OTHER EROSION AND SEDIMENT HOURS OF DETECTION OR NOTIFICATION, PROJECT SHE,BUT THE SITE DOES NOT DISCHARGE TO THIS IMPARIED WATER. CONTROLS AS NEEDED AND AS DEFINED IN E PART IV.E.4 7. IF EXCFSCHVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OU1FALLS THE CONTRACTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH SPECIAL WATERS INLET SEDIMENT CONTROL BMP REMOVAL MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY,THE CONTRACTOR SHALL THERE ARE NO SPECIAL WATERS WITHIN 1(ONE)MILE OF THE PROJECT SITE DISCHARGE LOCATION(S)AS INDICATED ON THE REMOVE E SEDIMENTS AND DEBRIS 1A1HIN 7 DAYS OF NOTIFICATION MID CORRECT E Lyndale PCA SPECIAL WATERS MAP. F INLET SEDIMENT CONTROLS(WINCO TYPE OR EQUAL)(IMPS ARE REMOVED FOR FLOODING/FREEZING CONCERNS UPON SOURCE OF SUCH MATERIALS. REQUEST OF THE MUNIUPAUTY,WATERSHED DISTRICT OR OTHER AGENCY.DOCUMENTATION SHALL BE ATTACHED TO THE 8. IF SEDIMENT FROM THE SITE IS OBSERVED TO BE DISCHARGED FROM THE SITE,THE MPCA WILL SOIL TYPES INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A BE NOTIFIED THE SAME DAY. THE SITE GEOLOGY CONSISTS OF BITUMINOUS PAVEMENT AND 4 TO 9 FEET OF FILL OVER COARSE ALLUVIAL SANDS AND FINE WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL Station ALLUVIAL SILTS.GROUNDWATER WAS NOT ENCOUNTERED IN THE SOIL BORINGS DURING DRILLING. REFER TO GEOTECHINICAL Ji(jIj 2` REPORT DATED APRIL 27,2011 completed by AMERICAN ENGINEERING TESTING,INC. UPON COMPLETION OF CONSTRUCTION ACTIVITIES AFTER FINAL STABILIZATION,THE RATE OF INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE A MONTH IN AREAS%HERE NO CONSTRUCTION IS ACTIVE AND 70%DENSITY VEGETATION IS w STORM WATER MANAGEMENT PLAN THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE ESTABLISHED. Phase 2 NO TEMPORARY SEDIMENTATION BASIN IS PROPOSED SINCE THE SITE IS LESS THAN 10 ACRES. IMPLEMENTED UPON COMPLETION OF CONSTRUCTION ACRVIIES: �LL 1 MONTHLY THE PERMANENT STORM WATER MANAGEMENT PLAN VALE CONSIST OF REGIONAL PONDING THAT IS MAINTAINED BY THE CITY. 1. ALL DISTURBED AREAS WATHOUT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED WITH SOD FOR FINAL STABILIZED CNON-ACTIIVEGTALL BE CEASED AFTER A PERIOD OF 12 MONTHS THE SITE OR Richfield, Minnesota A REDUCTION IN IMPERVIOUS SURFACE,A BOSWALE WITHIN THE PARKING LOT AND A GRIT CHAMBER ARE PROPOSED TO STABILIZATION. PORTIONS OF THE SITE ARE NON-ACTIVE AND STABILIZED. INSPECTIONS MALL BE INITIATED ONCE IMPROVE THE WATER OUAUTY OF RUNOFF PRIOR TO DISCHARGING THE SITE. BECAUSE THE SITE IS LOCATED IN A WELLHEAD 2. REMOVE ALL SILT FENCE,INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONTROL DEVICES AFTER VEGETATION AGAIN UPON CONSTRUCTION ACRITY BEGINNING OR UPON REQUEST FROM THE PCA OR THEIR PROTECTION ZONE.INFILTRATION WAS NOT ALLOWED ON THE PROJECT SITE. MAINTENANCE AGREEMENT WATH THE CITY OF IS 70%ESTABUSED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERILOUS SURFACE AREA. REPAIR APPOINTED INSPECTOR. INSPECTIONS WILL CEASE DURING FROZEN GROUND CONDITIONS BUT WLL RICHFIELD FOR ANNUAL INSPECTION AND CLEANING OF GRIT CHAMBER REQUIRED. AGREEMENT NWT,BE FILED WITH HENNEPIN ALL AREAS DISTURBED DURING REMOVAL OF BAPS. BEGIN AGAIN WITHIN 24 HOURS OF A RUNOFF EVENT. COUNTY. 3. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO EROSION/SEDIMENT CONTROL PREVENTION MEASURES RETURN THE BASIN TO DESIGN CAPACITY. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MAP'S ALONG WITH THE PROCEDURES TO BE USED TO 4. THE ORIGINAL PERMITTEES(OWNER AND OPERATOR)IMO HOD THE NPDES PERMIT MUST SUBMIT NOTICE OF SWPPP Narrative ESTABLISHED ADDITIONAL TEMPORARY BLIP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON TERMINATION(NOT)WITHIN 30 DAYS AFTER CONSTRUCTION AND FINAL STABILIZATION IS COMPLETE THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT,AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE LANDSCAPE PLAN, ALL DISTURBED AREAS WHICH ARE NOT COVERED WITH IMPERVIOUS SURFACES SHALL BE SODDED. it 06/30/14 sb«c C5 20111102.04SWFOI dog II I 02014 Westwood Professional Services,Inc. Call 48 Hours before digging GOPHER STALE ONE CALL Wir Twin City Area 651-454-0002 Mn.Toll Free 1-800-252-1166 SWPPP NOTES 9. FUEliNG • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A Listed below are OdditIOnal BMWs that may be considered for use if the BMWs identified in the SECONDARY CONTAINMENT SYSTEM. erosion control plans prove to be insufficient. Payment for these BMWs moy only be mode if • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE Westwood NOfeeionei Service;Yc prior approval from on Omer has been given. . ABSORBENT MATERIALS SHALL BE AYALABLE ON SITE FOR USE IN CLEANING UP SMALL Edon hails,IN155344 • 1. WORK ADJACENT TO RESIDENTIAL PROPERTIES SPILLS PROM O 9573373150 • INSTALL SILT T FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND • ALL REQUIRED FUEL CONTAINMENT AND CLEAN—UP MATERIALS AND THE PROPER DISPOSAL ...MX 9573373 • PROJECT BOUNDARY. OF ME MATERIALS SHALL BE INCDENTTAL TO THE CONSTRUCTION CONTRACT. TOWNIE FM99373150 • INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD THE PROPERTY BOUNDARY. 10.HAZARDOUS MATERIALS wwwweitwoodeaccws • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR 2. IMPORTANT VEGETATION UNAUTHORIZED ACCESS. • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTAILl TO PROTECT • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE YAM FEDERAL,STATE,AND RESPONSIBLE PARTIES IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. LOCAL REGULATIONS. Der4amd: GAL • A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES,STORED EQUIPMENT • A H STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS PARTY COMPANY CONTACT PHONE (INCLUDING VEHICLE PARKNG),CONSTRUCTION MATERIAL LOCATIONS ANO TOPSOIL OR FILL __._.____.._..____._.....__.......__.._......__._.....__._.. ceded: PDS STOCKPILES INSTALLED WITHIN A 25—FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CREDCAL OWNER LYNDALE STATION,LW DAVE BERGSTIROM 651-292-9844 TREES. • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SHE FOR USE IN CONTRACTOR DORAN CONSTRUCTION MIMIC GAL 3. STORM SEWER INLET PROTECTION CLEANING UP SMALL SPILLS. SWPPP PREPARER WESTWOOD PROF.SERVICES GRETCHEN SCHROEDER.....952-906-7480 Woad br7ads • STORM • F BUILDING MATERIALS.CHEMICALS,OR GENERAL REFUSE IS BEING USED,STORED.STORM DRAIN INLETS SHALL BE PROTECTED INTO-THE DISTURBED AREAS THAT COULD • DISPOSED OF,OR OTHERWISE MANAGED INAPPROPRIATELY,THE CONTRACTOR SNAIL • INFRASAFE SEDIMENT SWPPP INSTALLER . DISCHARGE TO ME INLET HAVE BEEN STABILIZED.NT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. S'APPP INSPECTOR CASTINGS ARE NOT IN PLACE.AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY • ALL REQUIRED CONTAINMENT/STORAGE UNITS/ABSORBANT MATERIAL AND REQUIRED LONG TERM OEM THE OWNER. DISPOSAL SHALL BE INCIDENTAL TO THE CONSRUCTION CONTRACT yeMoirew • INFRASAFE DEBRIS COLLECTION DET E OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE 11. CHEMICAL CONTAINMENT s m->+- •an caews OWNER. • GASOLINE,OIL.PAINT.SOLVENTS,AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE,BE EXPOSED TO GROUNDWATER OR :_____.._......._._.._—___._._....._.___._____.__..._. DUE TO WINTER CONDITIONS OUR FLOODING CONCERNS BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMS QUANTITIES_ • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER,WITH ORIGINAL LABELS STILL __.__._._....__......____....___._............__.............._.._.........._..._ 4. STOCKPILES(TEMPORARY AND PERMANENT) ATTACHED,UNLESS THE CONTAINER IS NOT RESFM AB c • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS.PONDS,AND SITE • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA DRAINAGE ROUTES AT THE END OF EACH DAY. • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND All STOCKPILES • AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED F NOT PLACED WITHIN EXOSTNG SILT FENCES OR OTHER SEDIMENT CONTROL JOEL • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE 7HE STOCKPILES AND THE • TIME CONTRACTOR SHALL PROD TANKS OR BARRELS TO CXlECT LIQUID BYPRODUCTS STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL THAT POSE A POLLUTION HAZARD. BE SEEDED WITHIN 7 DAYS,TEMPORARY EROSION CONTROL DEUCES REQUIRED DUE TO • THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED ACREAGE SUMMARY CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL OF IN ACCORDANCE WITH FEDERAL,STATE AND LOCAL REGUI ATIONS. TO THE GRADING CONTRACT. • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.IN ACCORDANCE WITH • IF TEMPORARY SEED AND MULCH CANNOT BE USED,THEN THE STOCKPILES SHALL BE THE MANUFACTURE'S RECOMMENDED METHODS OVERALL PROJECT AREA 5.96 AC r sw,...ow re ow po w•w m w•w wee w• COVERED WITH HYDROMULCH,TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. • ALL REQUIRED CANTONMENT/STORAGE UNITS/ABSORBENT MATERIAL AND REQUIRED OVERALL EXISTING IMPERVIOUS 5.51 AC wawa :s.�•el r a You.. • IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE DISPOSAL SHALL BE INCDENTIAL TO THE CONTRUCTION CONTRACT INSTALLED(I.E PVC PIPE)TO ADEQUATELY CONVEY RUNOFF TEMPORARY BYPASS BAPS • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. OVERALL PROPOSED IMPERIOUS 5.03 AC SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER/ PHASE 2 PROPERTY AREA 1.22 AC &when Schroeder ENGINEER 12.SOLID WASTE PHASE 2 DISTURBED AREA 0.72 AC moor yy_______ • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF tare—_�_�__— la0g ON A REGULAR BASIS. PHASE 2 EXISTING IMPERIOUS 1.05 AC 5. • DURING DEW DEWATERING R NG ACTIVITIES, • CONTAINERS SHALL BE COVERED TO PREVENT WHO BLOWING THE WASTE AROUND THE SITE PHASE 2 PROPOSED IMPERVIOUS 1.06 AC • DURING DEWATERING ACTIITIES,THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SCUD WASTE DISCHARGED T TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER • SOyD WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD • IN(70ENTAL TO THE CONSTRUCTION CONTRACT. OF SEQUENCING THEN CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): 13.DUST CONTROL o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDNLIMITED G BUT NOT LIMITED TO o USE A PORTABLE SEDIMENT TRAP SYSTEM. THE FOLLOWING: o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHLTOSAN IN SEDIMENT A RAPID STABILIZATION METHODS ON SLOPES TRAPS OR A SERIFS OF DITCH CHECKS TO CONTAIN SEDIMENT. 8. WATER ON ROADWAYS AND GRADED AREAS o DISCHARGE THROUGH FTBFRLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER C. ALTERNATIVES IN THE FORM OF VEGETABLE POLYMERS.WATER AND CALCIUM AREA. CHLORIDE PETROLEUM EMULSION RESINS,OR ACRYLIC COPOLYMERS MAY ALSO BE EROSION CONTROL OUAtiTIES TABULATION(FOR ENTIRE PROJECT) • o PUMP TO A TEMPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. USED. BMP UNIT QUANTITY MS �+� • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING • �-REQUIRED DUST CONTROL � INCDENTIAL TO THE CONSTRUCTION CONTRACT AS Ta W7 PAGE CHANNELS OR ADVERSELY IMPACT WETLANDS PER SPECIFICATIONS_ • ALL EROSION CONTROL IN SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION NG DEWATERING. SILT FENCE LF 1766 NOT AS BUILT SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING 14.WINTER STABIIZATI(N ROCK CONSTRUCTION ENTRANCE EACH 2 • COVER EXPOSED SOILS ON OR AROUND NOV.15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER 6. CONSTRUCTION ENTRANCES • ALL EXPOSED SOILS TO BE COVERED TYPE 1 MULCH WITH 2 TONS T INLET PROTECTION EACH 22 • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES ALL EXPOSED SOILS TO BE SEEDED YAWN MNDOT SEED MIX 150 TEMPORARY SEEDING ACRE 5.2 _ LEAVE THE CONSTRUCTION SITE. • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE MN NPDES • THE GEOTEXTILE RUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. MULCH TON 10.4 Prepared far, • (EOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD(MPS TO DEWATERING REQUIREMENTS PART IV.CONSTRUCTION ACTIVITY REQUIREMENTS.SECTION D. - PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO TIE CONSTRUCTION ENTRANCE DEWATERING AND BASIN DRAINING. SOD 50 FT 18,000 Wellington MATERIAL • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK •ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 TIME CURB AND OUT OF THE PLOWED SNOW AREA. • INCH LAYERS. MAINTAINED Management, CONTROLS AROUND PERMANENT STORIMWATER BASINS TO BE INSTALLED AND g Q„.tl`t • CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS TIED. • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORTTY. �n DAY USING PICK—UP TYPE STREET SWEEPER. • IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED `. • F TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRIG RUNOFF TO THE E LENGTHENED OR ANOTHER TECHNIQUE APPLIED.TEMPORARY EROSION CONTROL DEVICES 100—YR FLOOD ELEVATION. REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK • All.TEMPORARY AND PERMANENT STOOMWAIER BASINS AND SEDIMENT BASINS SHOULD SHALL BE INCIDENTAL TO THE GRADING CONTRACT. HAVE OUTLETS AND STABIUZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING 1625 Energy Perk Drive,Suite 100 • THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS IF AND/OR UDUEY PLAN AND AT THE APPROAVAL OF THE OWNER. St.Paul,Minnesota 55106 TRACKING INTO ADJACENT ROADWAYS OCCURS,THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. - 15. NON—STORMWATER DEWATERING • • HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED 7. CONCRETE TRUCK WASHOUT • THROUGH TEMPORARY PIPES AS NECESSARY,ONTO IMPERVIOUS SURFACES OR TO • CONCRETE TRUCKS SHALL UTIUZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHRGE POINT. THE DISCHARGE TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. • WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS • POTABLE WATER DISCHRACE ALL WATER LINES WILL BE FLUSHED USING HOSES AND Lyndale ONLY. INFRASTRUCTURE ONTO AN BY ON—ER IMPERVIOUS MEANS.SICE AND DIRECTED TO THE STORM SEWER • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL UQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS Station - • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNACE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACIUTIES AND WATERCOURSES. Phase 2 • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE j+P WASHOUT WATER FROM INNLTRATING/CONTACTING WITH SOIL. • IMPERMEABLE LINER INCLUDES 10 MIL POLYLJNER OR COMPACTED CLAY LINER. • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. Richfield, Minnesota 8. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY,RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY.RUNOFF FROM a7�W�AYPPPP I' Notes THE OPERATION Wilt BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACTURES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FAOUTY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. D.0 06/30/14 sh.t C6 20tli1020450f02.aag I 02014 Westwood Professional Services.Inc. I W Coll 48 Hours before digging i ? 1•GOPHER STATE ONE CALL ' Utility City Area 6 -454-0002 i ., ; General 51 ........__ _... 1 Utility Probes Mn.Toll Free 1-800-252-1166 I ; ; i - 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON ," �, [ ...__1 MESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD.• - /! INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS W WOOd i PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. s i 2. R AND WATER MAN INSTALLATIONS SHALL BE PER MINNESOTA PLUMBING CODE AND IN Seniors Mc /: •" -i ACCORDANCE WITFIg1Y STORM RIaff1E1.p SPECIFICATIONS. MONIST ALL EXISTING UTILITY STRUCTURES RIM ELEVATIONS TO FINAL 7®9 ri '(: f _. .g f .. GRADE EVEN W NOT 7 AM W Nt01CAl7D. Eden Prairie.MN NM Ili _ I `t:`_..' /' !, ki r" E :Y f ; 3 PROPOSED WORK ORnVERIFY 1W THE OWNER OR ENGINEER TWAT PERMITS YN RBEENSOBTA9 D.PERMIT FEES SNAIL BE THE 962-S314•22 3• // /r .:. ., `.� SPONS$BtUTY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED 1111H THE OOVER CONTACT CITY OF RICHFIELD tOLLFAEE 121F93/319D f ARR >' ;r r •%;_, - i= (612.861 9793 OR 612861.9798)AND HENNEPH!COUNTY(CMOLYN FAcKLFR 672596.0336). wwwwestwoodpsown • ir, ii __......._....._.:....._._. OF A ,j" ,?` ? U11t1TY EASEMENT 4. CONTRACTOR SHALL DOCKS PRECISE BUILDING REFER DIMENSIONS AND EXACT BUILDING UNITY CONNECTION LOCATIONS.TUNS DOORWAYS,RAMPS,TRUCK . STORM SEWER DRAINAGE AND I .: _.. 5. ORAl E AND , TO REMAIN v ALL PRIVATE UTIUTES SHALL BE CONSTRUCTED IN ACCORDANCE YAM THE SC1ION AND OF THE APPROPRIATE UTILITY P06 . TY EASEMENT ...,. _. .. COMPANY THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION AND LOCATION PATH THE UTILITY COMPANIES. /._ „: - _ .._ UTILITY LOCATIONS SHOWN ON PLAN ARE APPROXIMATE AND ACTUAL CONNECTIONS SHALL BE COORDINATED M17H UTILITY 1?OS EX$11NG r/ i•- I GA LJN1= ' i * PROVIDER. I)uwa: - GAS /,, :`. :/ A8AWOO•) - APPROVED BY THE CITY. THE G Y�SNAIL BE NOTIFIED PERMITS 48-HOURS PRIOR�TO COMYENaµNTH ME 7W7Y CONSTRUCTION Reared / ( .' ! ; \ I ._, ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE.INTERFERE MATH,CONNECT ANY Pf'E OR HOSE TO.OR TAP ANY R /� ,yi / / /...... •_ WATER BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF /: r NEW GA / ._. OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBIJTY OF THE CONTRACTOR. / ;LINE BY,.GAS r 7 ALLOW INSTALLING �y0°■ O COMPANY; /_,' SLOPES OR WREN TMDEFLECTIONS ARE REQUIREDO.THE daNTZDEFLECTIONS SHALL NOOT EXCEED EDSTHE MAXIMUM WATLTR ARAM ALL D BY THE +^�f'�va+rt w /;: / 0 I I FA GOVERNING SPECIFICATIONS.FITTINGS RE I / .T' ■_ INCLUDED IN WATER MAIN CONSTRUCTION.PIPE MANUFACTURER / &.. L'''''''''11 PROVIDE WATER MAIN THRUST RESTRAINTS PER - aTY STANDARD REOIIPo:1.EH15. -----.........._._......_.__..........._...._......_..---......._......................__. 1 r' / e r 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REWIRED AT ALL WATER MAIN CROSSINGS VAN SANITARY SEVER OR STORM }I 6-SANITARY Y SE2�iICE /'' [),_ E)0�5R)fG 2� 4.1__...._ `e . 1 E=837.8 SEWER.LONER AS REWIRED. /I%' _&44 STORM SEWER ;i I 4 TO T(EuAIN :i �. a 10.UTILITY SERVICES TYPICALLY TERMINATE 5'OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.iii I S7Mti 20T / !i it ALL MATERIALS SHALL COMPLY MATH THE REQUIREMENTS OF THE CITY. t', CONSTRUCT NEW MH OVER,' 12 ALL WATER LINES SHALL DUCTILE IRON WRAPPED IN POLYETHYLENE,CLASS 52 WITH 7.5'MINIMUM COVER.PROVIDE MINIMUM /{` EXLSTINGi24'STORM.PIPE; ;' r� `� SEPARATION OF 18 FROM SANITARY SEVER&STORM SEWER.INSULATE WATER ARAM LESS THAN 7.5'OF COVER. ALL WATER PoM=B, 05 !/ PER art STANDARDS AND SPECIFICATIONS ALL TEMPORARY WATER TO BE APPROVED BY OTT PRIOR TO WORK_THE WATERMAIN a n.,d,may e.Ilia pa w pima y r= w, /'' '', CONNECTION IN WEST 65TH STREET SHALL BE AS APPROVED BY CITY.CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL •••v W rs.xm.ay■�rr■nwnsonu NO iE E}'6839.46 BENDS PER CITY REQUIREMENTS.CONTRACTOR SHALL COMPLETE ALL WATTRMAIN TESTING AS REQUIRED BY THE CITY. REMOVE ■'''�v°'••►-`'a e1"s eO"•` /,. Q ETU.1" )=833.931;" -1 r , U / j; SEAMLESS 1'TYPE K ALL WATERMAIN TO BE ABANDON.PER CITY DIRECTION. /` � .t/ /�' / COPPER waTE�T LJNE. Linec&m srlrweaer '' d `, BUILDING TO MMHG 13.SANITARY SEINER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE(PVC)SOR 35 OR 26.SDR 26 IS / ,1 REQUIRED FOR DEPTHS GREATER THAN 15 FEET.SANITARY SEWER PPE VITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS.PIPE owe__--i-f-____Mem24•-_� ' ',7 LF-2-,57M t� 'I .i?:. SHALL PVC SCHEDULE 40. ALL SANITARY PER aTY STANDARDS AND SPEcWICADONS LINING OF EXISTING PIPE,PER CITY - /�, ®21G '�: 'J✓' APPROVAL / - a i % I/ RIM=843.G0 1 STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS 5 FOR PIPE DIAMETERS 18-AND SMALLER.a.ASS 3 FOR PIPE CO-202 I 0� 4.• /. 110 LF-6 PVC SAN.®1X / j /E=&39.601 -_._ je ....._ PIPESi ALL2MEETNREQUiRFTAENTSE AASHTO M29 TYPE VATH R-4 GASKETS,OR HOPE STORM SEWER PIPE BY ADS.HOPE S W17H WATERTIGHT CONNECTIONS.SEE PLAN FOR LOCATIONS WHERE STORM . __._ - RCP / _ .' • .� -.__.... _ ._.... -...... CORE SDRU.L D WITH RUBBER BOOT. PIPE SHALL SCHEDULE 40 PIPE. CONNECTIONS TO EXISTING STRUCTURES SHALL BE /: _. /SAN.1,11-1,100," APPROXIMATE - t STRUCK S IS COMPLETED,THE! 7'SHALL TRACTOR SHALL PROVIDE THE OWNER MOTH AN AS-BUILT RECORD OF UTILITY .; •RE-846 H5 ? iRANSF FR I " v CONSTRUCTION. - INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. /; EXISTING 9- E S=84D 25 �/'�� I LOCAl10N 5 CONTRACTOR/OWNER TO PROVIDE PUBLIC UIIUTY(STORM.WATER.SANITARY)AS-BIHLTS,TO THE CITY IN PLAN&PROFILE,PER ' < E E �� ,. - _ REQUIREMENTS.PROVIDE ELECTRICAL AS-BIULIS FOR STREET LIGHTING,BUS SHELTERS,AND STATUE LIGHTING IN THE RIGHT OF /// STOANITMNY SEVER E W_836S7D ► ; - IT I ......- --I WAY.PROVIDE IRRIGATION AS-BUU.TS IN THE RIGHT OF WAY. MILLI iI CONNECT TO DXIST •"MH "• I �.. 16.CONTRACTOR TO COORDINATE FINAL LOCATION OF DRY UTILITIES(ELECTRIC.GA TELEPHONE,CABLE,ETC)VAN SERVICE / ) ��.■!� STNS-20D ( TRIO. $ ) CONNECT TO.22 j t CONSTRUCT NEW M PROYIOER AND FINAL BUU.DING CONNECTION LOCATIONS.UNITIES ILLUSTRATED ARE APPROXIMATE AND NEED VERIFICATION OF I.X E=832.61 ,�� p p ACTUAL LOCATIONS. FURNISH AND INSTALL SLEEVING,CONDUITS.AND STRUCTURAL PERFORATIONS AS REQUIRED FOR SERVICE. /'. /= O1•EXISDN 1YIUNE CONTACT XCEL ENERGY PRIOR TO ANY EXCAVATION AROUND THE EXISTING UNDERGROUND TRANSMISSION LINE TO REMAIN.FOR •' ■I�I GREASE TER• • OR I ((REMOVE EXCESS) THEIR APPROVAL OF WORK. 1,%I r%,:`^ I , f I I \� Or:•. PLUM: •) / PoMI 1E(SW6 .. 7 %/ �/ � /� NEW E(SW)=841.881 17.CONTRACTOR TO INSTALL ALL UP ITIES YATHIN THE BUILDING ENVELOPE(5 FROM BUILDING)PER TENANTS REQUIREMENTS /, 38 LF-6;/HVC,iSAN.®IR -1 _ EX.IE(E)=841:3± I COORDINATE AND VERIFY Prepared for:A. /-• I , , GREASE WASTE LINE 31LFII112 S7M'®4 18.CONTRACTOR TO PROVIDE TEMPORARY U7IUTIES(POWER•WATER,TELEPHONE,ETC.)DURING CONSTRUCTION.AS REQUIRED. Wellington ! / SAN.0 2X/ (BY BLDG PLUMBER) 19.CONTRACTOR TO PROVIDE DESIGN/BUILD COMPLETE SITE LIGHTING&STORAGE SYSTEMS. SEE OTHER PLANS FOR MORE '•G1i.Lil 1( / TO EXIST.WATTRMC AUK/E ;✓, ',' ' I , 6=�TARY SERVICE f �I' I INFORMATION. Management / f I I E=GOOF DRAIN • ( Inc. �ililGil / EwsTING 1r �� Utility WATERMAIN /;' ,'®�, 66 COMBINED WATER t I I tility Legend 44/ TO REMAIN O _Suite MO / _ CONNECTION�W�T I � I EXISTING TELEPHONE f Minnesota 56ll18 / STUB FROM PHASE 1 / ;•,;/• 6' AND j -_____ _____ LINE ;� 6•DUa, I I - PROPERTY• / : ! FIRE HYDRANT i7i • LOT LINE LINE / 'r" 4RAINAGE AND•' -._._/! _ 'r ,\ ....__ UTXJTY EASEMENT: / I I _ CURB AND GUTTER Lyndale __- RETAIL I "'" "'c "'° "F sa- .. ; -►-■ SANITARY SEWER(PVC TOR 26 OR SCHEDULE 40) / FFE 847.55 1 FM AND _ RI SANITARY SEWER FORCE MAIN / •,_ t; .'/ /__. AREA DRAIN AREA DRAIN UTILITY EASEMENT -N-. STORM SEVER(RCP OR HDPE) Station - ,H RE=847.4 - EXISTING 24- ... I WATER MAIN(DIP) Station RE=847.35 I_I ■ ■ ( STORM SEVER 1-«} HYDRANT i)/ E=844.35 E(W)=844.15 - E(E�843.15 TO Rk]tAIN_ - - -_ ar GAS •Un e�� ■ �_ _ ___ e - ._.. -_. GA Phase I -- nc UNDERGRWND ELECTRIC �. \ ■ ■ ._ z:� OVERHEAD ELECTRIC Richfield, Minnesota :' . . O ■-ei■ ■ •.. - • 1A UNDERGROUND TELEPHONE -- - - t Av OVERHEAD TELEPHONE s: _..... _ V' _.. ABLE TELEPHONE TEIFWSION OPTIC .... .....SEE EXISTING BORE UNDER :_ ..> cn C EXISTING S- REMOIDONS/ WATERMAIN EXISTING PAVEMENT CONNECT TO EXIST ►►► DRAIN TILE Utility Plan •REMOVALS PLAN FOR TO REMAIN MN 0 IE-844.70 H GATE VALVE -+ rJilll HYDRANT REMOVAL, EXISTING MH ® FLARED END SECTION(WITH RIPRAP) PIPE LEAD CAP,AND RE=647.2 VALVE TO REMAIN WEST 6TH .STREET ;E�N;_ o__ LIGHT POLE(COORDINATE NTH ELECTRICAL PLAN) © VERTICAL UTILITY SEPARATION • CIEANWT • CURB STOP •-�� DNe 06/30/14 sneee C7 O' 20' 40' 60' 20111102.CSUT101.4wq I 02014 Westwood Professional Services,Inc ': :PT: 1'' Planting W Call 48 Hours before dgging k f \x ting NOteB GOPHER STATE ONE CALL Ii \ .t z KFG 6 Trin City Aleo 6$1-454-ODD$ ! PRIME WT WSDIRECLEO BRANCHES. 1. COFNTRAC70R$HALL CONTACT GOPHER'ONE CALL' ) r PROVIDE ONE CENTRAL LEADER. Mn.Toll Free t-800-252-7166 /', +;t'•/ 6-MJJ VERIFY LOCA710NS OF ALL UNDERCROUNp UNJDES PRIOR TO INOSIALLA710N OF ANY PLANTS " I•. l OR LANDSCAPE MATERIAL FOR ONE(i)YEAR HON ALL REQUIRED. - 2-RVB__ (' 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. M( DELrWg S AND CONIFEROUS TREES 13-ASD 36-EBF r' £ 71 '/";1 ' TOP STAKES 5'ABOVE GROUND iNestwood I! ,` h' _"! 3. NO PLANTING WILL BE INSTALLED UNTIL AU.GRADING AND CONSTRUCTION HAS BEEN (MAX)OR 10 FIRST BRANCH. p COMPLETED IN THE IMMEDIATE AREA. 4 b -yTT BOTTOM OF STARE 3'(MIN) /,; .`27-EBF I 6-PUC 30-AJS '(S �, BELOW MOUND.S. STAKING.POSTS Westwood ha4iRalulrl5aveet Inc ;r'28-B.0 `'Y,�p,� op ... 4. ALL SUBSTITUTIONS MUST APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO T` 70 2 'STAINED 7699 OrNe /5 %% 4jt' , T L '( PAINTED STEEL DELINEATOR D .. L[� ;a ;' ��(j .4 4yL, - Cr'� \ SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. >� _,r5 0575 �2 CE SWEO xOOD OR �, I\ r" ` 7-PUG �t.; �rs\tR*X `14� o t ... _._.. „,y 1.20*' EWIDIS%ANt MOUND AND 8AL {• ,f ��i/y ,IdO ,a4, 5. CONTRACTOR SHALL PROVIDE IWO YEAR GUARANTEE OF ALL PLANT MATERIALS THE $�te 'r- WT9DE 8007 BALL. SECURE PHONE fS2-%73150 �:• J ;( ,t SEE NOTE/24 4T- ',e/ ._.__ _ .....__._._... ACCEPTANCE OF THE 01171 DPLANTING. REPLACEMENT PLANT ATERI/i[.SHAM HAVE A ONE _S 76 LONG %2 3150 A a 0 _ MEEK ooaok s�r WALL / _ _ _ _ ``�! ��'' • POSTS VAIN �O «.._, (5 sF} �- O - .. ... YEAR GUARANTEE COMMENCING UPON PLANTING. „ _ no wt_.,7.5" � "• POLYETHYLENE,• � / '•: �r(�) 10# p� 6. ALL PLANTS TO BE SPECIMEN GRADE,MINNESOTA-GROWN AND/OR HARDY. SPECIMEN i! TREE%RAP STRAP. FROM .V ��t��. - - AND -r(lYP-} GRADE SHALL ADHERE TO,BUT IS NOT LASTED BY.THE FOLLOWING STANDARDS: CROUNDUNE UPWARD TO FIST /:' N 1C A t `� 10-1X(L ALL PLANTS SHALL BE FREE FROM DISEASE,PESTS.WOUNDS SCARS,ETC. BRANCHES,AS REQUIRED. //::' to iii ,,,-*�:�*-40-4l. __ __ 1 _.... 1..__.. ....__ ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS,HOLES,OR DEFORMITIES. �I, PLACE MULCH.DEPTH AS SPECIFIED, �J j L 'r: ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. OVER PLANT PITS-DO NOT PILE D^a'd"'r 1°D6 2 I i',�r.$t . 1 ALL PLANTS SHALL HAVE HEAVY,HEALTHY BRANCHING AND LEAFING. _ AGAINST TRUNK. �� // ®® __ CONIFEROUS NO TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WID1H _�!�= PDS ,('�\� _ RATIO OF NO LESS THAN 5:3. us-z_ ' �1L 117i;,. FORM 3'DEEP WATERING BASIN. if!:' ATE �+i;� J/� ,F�� - 1 it BACKFALL SOIL PIT NSTN SPECIFIED pp / PLANIEtt /��, J/ /V4 ._.T._._._. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z6ot-2004 OR MOST I.1 1 �� SCARIFY SIDES Arco BOTTOM OF HOLE. 114�a a7 CAS /:• '.` ! �I��If1=v rd o a lu clo qj $� _ CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. _,L 4_, ='..#721.g. REFER TO AMERICAN STANDARD FOR BUS SHELTER ' I, �� NURSERY STOCK FOR MINIMUM BALL t2 ASD � r. �� /�A-• i. ALC .___ _ .__ ._.......__-_. 8. PLANTS TO BE INSTALLED AS PER MNIA&ANSI STANDARD PLANTING PRACTICES SIZE_ R NEAR OOT a ARE IETTO PLANTED /:• ii lA • _ _ 9. PLANTS SHALL IMMEDIATELY PLANTED UPON ARRIVAL AT SIZE. PROPERLY HEEL-IN /,, v 5-ASD �AjA/� 17-EBF ... _.............. MATERIALS ROOT�DALL CN/UCDS SOIL MOUND YeILieK ( 7 ABM AT OR is jj 7 ®4� ALS IF NECESSARY: TEMPORARY ONLY. .. O . ;; 5-B.A / tilf'4':/6 M� 411 _ 10. ROOT R IS E TN)H nN t r°-aa.ary COMMIS / .. :/VV//JF* _h k - 1-PSC EBU VERIFY THAT /RIO H LOCATED AT THE GRADE. NA IS1 SITE 5-f3,D j '(.�y4t ep'ia�O 'i IF THIS IS NOT THE CASE.SOIL SHALL BE REMOVED N.T.S.N • $ m' O TOP OF THE BALLED t BURLAP TREE MATCHING• Mt TREES ' -•lA% i iS O r DOWN 70 THE R COLLAR/ROOT FLAIR. WHEN THE BALLED k BURLAP TREE IS PLANTED. Lrsr�rt �i% `� ` t // p4�e�- /� THE ROOT(XIL.LAR/ROOT FLAIR SHALL BE EVEN OR SUGHRY ABOVE FINISHED GRADE. W STING .._..-.__._._.______._ ._....__-....._..__..__....__..-_._ 1•' 5-ASO /jI f'` ILA•, - 1 MA LA28 ..-.._.._.___..______.._.__...____....-..._-.........__...._.._.__. DECIDUOUS TREE I", - 7 •/ ! I��7-. /', '� L OPEN TOP OF BURLAP ON 68 MATERIALS;REMOVE POT ON POTTED PLANTS; SPLIT AND--../ t •;6-e.° LipE,4i')�� 6, t/ 1 BREAK APART PEAT POTS tf 1C a 41��12-ASD L �MI/..''' t: ,t /,'�� J 12.PRUNE PLANTS AS NECESSARY-PER STANDARD NURSERY PRACTICE AND TO CORRECT ORNAMENTAL `�,._. POOR BRANCHING OF EXISTING AND PROPOSED TREES. ` FENCE , t �� '� �__ 1-ABM ',5-BJD 0 Y 13.WRAP ALL SMOOTH-BARKED TREES-FASTEN TOP AND BOTTTM, REMOVE BY APRIL 1St_ ii 5-SKI • 4iii '-G"/h po 0®ij ■ tS--AJS _6_ 4.STAING OF TREES AS REWIRED;REPOSITION,PLUMM/J1D STAKE IF NOT PLUMB AFTER ONE i � _. .._ YEAR. /li i i 5-ASD r 1'//��J///riii14 _......_ .,6-RSH 15.THE NEED FOR SOIL AMENOMIEN75 3)ALL BE DETERMINED UPON Slit SOIL CONDITIONS PRIOR : 5-ASD -�QSJ ri•_ems. , !.. I .. 6-RSH .... _.! TO PLANTING LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE °"rT°10".I `�"went b i�r q y l{�y tee,AIM - NEED OF ANY SOIL pMENDAlEN7S. imam� �` �r••"°'•� Ilf r lie rip i :.. 37-AWS L_._.T 16.B ELECT TOPSOIL AND TOPSOIL TO ADHERE TO MN ' /�I _... /DOT STANDARD SPECIFICATION 3877 `' �� t 'i __ .._ EE l } (SELECT TOPSOL THAN ONE INCH,SUBSOIL BORROW}AND 70 BE ILLD EBRI LDP AND SOA FROM EDS FREE OF ROOTS, REMOVE CSPL MA S SCARIFY SIDES, p�n��il� pT� �il�`t ;' 12-PUG Te oiir-� _.... _ 07FIERNiSEGMM MUM 4'DEPTH TOPSOI. O L LAYM AGRASSAREAS AND 12 DEPTH 'r HMG ACLEU "_!' = SHL BS NAIURA ar____-_ _____IN°s�li r GSL .,�� Q-��'�-:�:._ TOP OR TREE,SHRUBS,AND PERENNIALS VERIFY AND COORDINATE VAT HGRADMG To o T Sat_ut MOUNMWE YARi A.d:t : ( CONiRACT(XR.!- .... CONTRACTOR.F NMSHEO GRADE �''a,�\ 8-TNA ' a�-��® i�.,. MULCH AS SPECIFIED AND FILTER /' / ___- 13-ASD 17.USE SHREDDED REN HARDWOOD MULCH UNLESS AREAS. TREE NOTED. MULCH TO BE AT ALL TREE. :°" FABRIC,AS INDICATED) / L;� 4-RSH- (APPROXIMATE SHRUB,PERENNIAL AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL I %•• L� ��t� 4-GSM r LOCATION) ( HAVE 4'DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH 70 BE X EDGING AT PLANTING BEDS,AS '9-AJS 0,41WS gs �_.. - T _ 84 ®__.____ ! USED AROUND ALL PLANTS YA7HN TURF AREAS. PERENNIAL ANO ORNMR£NTAL CRASS • GIFTED,ADJACENt 70 LAMI AREAS /` 27-BES t O DRIVE-71fA1 - • ..... TERIOIiS MATERIA�D CaORED ti£D,OR APPROVED EWALWftTOCK MULCH TO BE �L �~la _ 1}��7/ wiry LOIN puen s/ O PIOCUP MPDOW ' y �--" � TM DOOR BUFF LIMESTONE,1 1/2'70 3'OAME7ER,AT MINIMUM 3'DEPTH,OR APPROVED EQUAL tl�ii� 112-LTIe( - 15-PUC REQUREFENIS.RELOCATE - , SCARtlY SIDES ANO BOTTGM a/i'' '(' . 1 F I AS NEEDED. APPROVED _ n DEPTH PER CONTAINER SOIL 4. 43-K G 3-KFG ROTC MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC,BY TYPAR,OR APPR VE r fs' T(IL. / 20-PU j /ILA\ 9-PUC 4-1NA FY . ....-.._ INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS(WHERE APPOCABLE)R PRIOR TO -.1-, FL-1 A TM• L PLANT PIT MII ,' 18.EDGING TO C PLANTING ,, to�.�,, 3-DKL I .y :........______..._.. AL GRADE VALLEY-NEW BLACK DIAMOND(OR EQUAL)POLY EDGING. SOIL Oft AS APPRO E0 ED FL / ;-,' ? ;/� - , OUT STAKED WITH METAi SPIKES NO GREATER THAN 4 FOOT OF!CENTER WIN/ •/� ••�� e.�WBEASE OF TOP MBEA AT GRADE,FOR MOWERS TO CUT ABOVE VATHGUT DAMAGE. SET CONTAINER ROOT SON ON 1 J�=• °-- _ MULCH AND P COMPACTED• R DSOIL DEPTH TO // 4 OUTDOOR IQF t# 91�� € UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO RON L OR MKD �% I FOR DE 1F 4t) i V-SHAPED DEPTH AHD WIDTH TO CREATE SEPARATION BETWEEN GRASS. INDIVIDUAL TREES IN LAWN AREAS TO BE SPADED EDGE. / .r." 13-MS 1'+/' 2- �� ' NATO)!IRISH GRADE s�� .:y 7_DES ' `4\` _._.___-.._. 10 ALL DISTURBED AREAS TOE SODDED,URRESS O7HERRASE NOTED. PARKING LOT ISLANDS / :,I /••' f/ -- ��A� TO BE SODDED. TO BE STANDARD MINNESOTA RAKED AND HARDY BLUEGRASS M NEWER / /....0"1/ 6-MJJ I 1 DRAINAGE. SLOPES OF 3r11LOR GREATER SHALL BE STAKED.TO REMOVE DEBRIS AND ENSURE Mr N.T.S. xx�jNr� BUILDING / f SHRUB♦k PERENNIAL ,cs7lr Prepared far, / ■ Njrr 1-SSG I, 3 20.ALL LANDSCAPE AREAS TO BE IRRIGATED. CONTRACTOR TO PROVIDE DESIGN I CONTAINER PLANTING 6-DIEM f �.7w�ifIIN '� rt t-t: ) .::: 'H APPROVAL. EXPAND EXISTING SYSTEM AND CONNECT AT STUBS.HELD VERIFY. LA27-C / :1- • 5-AWS _• ,/ EXISTING SYSTEM,CONTROL AND OTHER ITEMS TO PROVIDE ONE COMPLETE SYSTEM OF I•�.J111Loy` ./{ �, ] ENTIRE WARRANTY PROVIDE AR NRIP B . RATION FOR ALL PLANTING IDS. ONE-YEAR Management, !0k r1 0, WARRANTY ON PARTS AND LABOR. PROVIDE AS-BUILT PLANS AND ANY NEW PRODUCT t ,'75-BES /tiDlr,�JtA c 10-KEG ' /1 INFO. /��►�� •tv�4l 1-RNA f f STONE SEAT WALL 1-PSC r!/e I.Y... 2_� I .1 „_1 AND PIERS(rns,) 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT Inc. fa if_ ��' '.an�D'a IS FULLY FOR CONTRACTOR. OR IRRIGATION SYSTEM IS OPERATIONAL INNER VALL NOT PROVIDE 7-AJS T�j �i•.� PA 5-KEG ' - WATER FOR CONTRACTOR. 6-BJD ///�'i alll.64,4,1t,;.4`. .:� '%1el n 1O-KFG 5-A WS I! t 0 9-AMC : 22.RESTORE BACK TO ORIGINAL CONDITIONS OR BETTER,ANY DISTURBED AREA ON ADJACENT it Mo oa a o c . PROPERTY _ 6-M,U 1-PSC o -� Perk DrfVr,Suite NOD 4.r°7 , �,� ��pp,, •', 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER, 1Smeeot4 5^51011 till g , _ __0r 0,\1.n'a.I O a mi dis'- - ►-a IJ.-47 t �'v '7 e. -a.Tr ■•M 12,..�1, li.-r. .�-�r,. ;�� `IN •i4 {- .►�/ Rd#1•� (_'--i f- /I _ p 25.TO LANDSCAPING M RIGHT O'WAY WILL REQUIRE Y SNOW A BOULEVARD FEATURE PERMIT,CONTRACTOR 2-RNA -� •�e�1'1fi`DA�•-e T .�- -1_.-. •1_.-. "- _- <L TO OBTAIN.PLANTS MAY BE DAMAGED BY SNOW STORAGE AND SALT. • 6-AND NI, "NM- 18-DES -- " 26.IRRIGATION CONTRACTOR TO PROVIDE IRRIGATION ASDUILT PLANS FOR TIRE RIGHT OF WAY. L��e 1-PSC 1" 11-AJS 6-PUG BUS SIET.TEN Lyn dale 12-AJS 1-ALC 3-DES 11-MS 6-ASD MN 1 Station - Plant 3cheduleKFG WW1 11-8p WEST 66TH STREET -'t.- , Phase 2 T INPLACE WALL Richfield, Minnesota i I CRAM-UNK FENCE CODE QTY. KEY COMMON/BOTANICAL NAME SIZE SPACING O.C. CODE OW. KEY COMMON BOTANICAL NAME FASTEN LOOSELY TO LATH OVERSTORY 10 / SIZE SPACING O.C. oR FCNCE Wlil SHRUBS 154 BIODEGRADAOD STRING 2 ABM Autumn Maze Maple/Acer x treernal'Jeffers Red' 2.5"BB AS SHOWN �-{�� 15 TNA Techny Arborvitae/Thu)a occiden(dis'Techn' I'- O 4 SWO Swamp White Ook/Quercus bicolor 2.5"BB AS SHOWN 36 MJJ Mint Jul Juniper Y 4'H7..f7 CONT.CT. 4'-O'O.C. re 36"WOOD All(DAVE 72" r. 4 CSL Green spire Linden Tlio cordota'Green `.A.'.r" Julep rliPer/Juniperus chinensis'Monlep' 24'SPRD..f5 CL 4'-O'O.C. INTO SOIL Al AN ARP"SO THAI sP / spire 2.5"BB AS SHOWN 36 ALC Al:Tne Currant/RITes d:inum TOP RESTS SNUGLY 4Y WALL 24'HT., 5 CT. 3'-0'O.C. ) Landscape i-_ 21 OWL Anthony Waterer Mil Spired/go m05 bumdda'Anthony Waterer 24'HT.,15 CT. 3'-0"O.C. Y, MULCH t I.8nd8eape Plan 21 DKL Dwarf Korean Lloc/Syringe meyeri'PdlTin' 24'HT.,f5 CT. 3'-0"O.C. n`H. ; (r 3"DEEP WATERING BASIN - PERENNIALS 737 FINISHED GRADE (21 ASD Apricot Sparkles Doylly/Hemeracullis'Apricot_Sparkles NO 1 CONT.,2-YR. 18'O.C. may' ' ORNAMENTAL 11 65 WO Bop DayNy/Hemerocdlis'Baja' t T' N NO.1 CONE.,2 YR.- 18'O.C. Ss 2 RVB River Birch/Be(ula nigro 6'NT.,BB CLUMP AS SHOWN 23 RSI Royal Standard Hosla/Hosta Royal Standartl' NO.1 CON7.,2-YR. 30'O.C. • r •• ��+� 4 SSC Spring Snow Gab/Mdus'Spring Snow 1.5'BB AS SHOWN 28 GSH Gold Standard Hosta/nosh,'Gold S(ondord' NO.(CONY.,2-YR. 30"O.C. V NOTE: 1• 5 PSC Pink Spires Grob/Mdus'Pink Spires' 1.5'66 AS SHOWN _ B7 BES Mack Eyed Susan/Rudbeckia fulgido`Gddsturm' NO.i COLT.,2-YR. 24'O.C. L PLANT ACCORDING TO PLANTING 75 PUC Purple aneBower Echinocea DETAILS ABOVE AS APPLICABLE. = Ple / mimeo'Marino' NO.I CONT.,2-YR. i8' .C_ H' - 83 E E Blue Fescue/Festuca cn N°_h eo Eli' Blue' 0 NO.1 CONT.,2-YR. 18'O.C. 170 AJS Aulemn _Sedum/Sedum x'Al umn Joy' Na I CONT.,2-YR. 18'O.C. N.T.S. -_- pd 06/30/14 75 KFG Kart Foerster Feather Reed Gross/Cdomogrostis x acutillora'Eon Foerster NO.1 CONT.,2-YR. 24'0.C._ ' j LAST Iswsm: VINE PLANTING °JA13 0' 20' 40' 60' Shoot CS VINE 2 LA13 NUTS: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. -}- 2 VGC VIRGINIA CREEPER/PARTHENOCISSUS WINQUEFOLIA N0.1 CONT.,2-YR. 2e O.C. T..rr 20I11102_O4PtrOl.d«g 1__ 02014 Westwood Professional Services.Inc. CaN 48 Hours before digging GOPHER STATE ONE CALL :: Twin City Free 651-454-0002 800 4 2 5 2-t16 /` a � " Mn.Toll Flee 1-800-252-t166 - _I r. / 1 �� 1.APPROVER EQUAL CITY HAS PRE-APPROVED: FIXTURE vr VA-MILEY 154Z 100W HAPCO STAFFORD ALUMINUM,10'NBOL BLACK. F ;' +' '� PTOI ARM SHEPARDS HOOK),BUCK.T CIRCLE.0 POLE= - MI Westwood ;;r r I'" - - .-_ ... �PREPl1RCHA D AND HAS LIMIT POLE AND FIXTURE ON AOh ISeMcK Inc 7699 Anagram Delve " iy--!�- 44 ,/:% ;� A;�% `} Eden Prairie.Me19i144 PEDESTRIAN UGF4 I /) �,' j" PHONE 952•93181SO FAX 952-93a-6822 :f ':L: k tOLLFRFE 1�le%T3/50 /�ROADWAY LICHT __........._. .... wwmwemvoodpceeu T� r ` 1 ii III O 1 • 1 :.t i TYPES A,B,C,D ne�6ce. SA /i �+ZCC �� I 1 FULL CUTDFA, FLAT LENS G3tl:% Al; * ., [I i: r Chained T.'O6/1(NAL �J/ ii 1 RH /,i' !- /'4 li VERTICAL LAMP. (u EXISIAVG PAWING ..' ` ( _ _ LOT UCHIS�IYP,) Donne-- ill iz .tr t 1 -. / __ _JJL OT LMT£ -M.XF.��'F Igtf ---- V� - Yedi I ) Imtlo Label 2 � � RELtTCA7E WWII 1 A 23: Ii.` ' -2 i 1 %I L__-AND tLAR£$AS REQV//R W. 3 B 23 - e '. I • ' °..._ i 4 B 23 TNnLi.- /:,: l V£LECTR/4AL COIVNEC7KW i ;t 1 1 6 a 23 - =xu an MUMS -- I FAR ScI/LPTOIRE UPUGHI NC 74 I s NEW COVEN/ AND HIES FAR 23_ ROADWAY Mall T. / PEDESTRIAN TING,EXTEND .i . B zs _ /i. O MTH COMMIT AND WIRES 1 MRCS To LA BUILDING CIRCUIT c I w ......._.. Lit �� 2 i. "\BOJS As RE ,FIELD VERIFY # 1 1 12 B 23 I ( ------ co , j 23 1 III REPLACE EXIGI NG CONDUIT i % II '%a• . 16 15 B 23 /' AND NME;L`/N IMPROVEMENT J .__ 23 AREA MOM'NEAREST r s / 17.._ D.. 23...... .v /;%' HANDH�F.(TYP.) ° .. 1 18 D 23 I t _ ,. 1.. °'K'�.:.'.`�`�ie.:wam w AIKAITWI a*dm kw.of Gm ado of Mama. �frdi'' •i v. 'ks i-- 1_Tr__ - Pod D.Sdoceder i 11 23 F L/ I' '--�.__. /l I/ I �1 _ t 1- 2-F-LS C 7 1/4'CAVOInls _______ -ilii.._..........:= 29 F 16/ 1 3 30 F 16 1-1r AI PROXIMATE TRANSFORMER UCH ' LOCATION AND PRIMARY LO1 �`/AA ,.- 36 G 35 TAM n:t lxrs•rte:I z .. ❑ --... / / POWER TO THE BUILDING l-.1 vas r-CONOLNIS AND OWES 37 G _...._ en•s�reu f'• <z. 1* ,� .' c-s� E i, ,ait1.- v,1 Al c. 1 FOR f'SdRIONG LOT UL7/IS(TYP•} __._...-_ _ .._.-._ --__.__. { - s r .1-.s z.:r..:.:z sc..syn a - '.'ray.,: :1 I \ t w r.tcs a sr.m . s•n I Z 41 EIECTRICAt SHELTER CROW :: rr. Ia- .^+ eala>:r. .�_,., .F I; 1:,:i"-.1;:11' sip elmm r: FOR BUS SHELTER TO 1 / BUILDING CYRC/IT BOX 'n:Tnmt ax.FM MUM, I . NV CONDUIT AND NIR£S I ': I -�Calculation _/ __ ..... Prepared 1� rl cu;a ' n, ,.�' I .: DOS 4'CAVDI/IT FOR -,i,�,,,(RNI,Y _pe Avg Max Min A fMin Max/Min ' / ___... . )72ETH E Lobel _ -.__ __ _ Illuminance 4.79 _S.G 1.4 3.42 5.7i i SiAI,I,>C13L / • RETAIL I I _ 1 _ _ _. _ _ - -i ill 257 9.0 G.0 1.AI 9�.A? ___ ;r';r LW/LING 's<7' _ kAI4 EAT ehty - ala airance _ _-S CE -7 -- [.2__- 2.30 .. .3.27-- ' gton I 41 _ _,E S 4I:LS Tt LY 3,25 5.� '..0 3.25 S.SC L __..... SE PFRII�"•F�t STRESS QP'L-I I ` Siti,LS IN F.-KZIt OF£I'iT:S.4- luninaace 3.0• 4.9 .__ 3 - 2.32 3.38 _ T Management 111tFrrina:ce 2.7E 4.9 - i.6 1.74 2,7 Inc. "`' / CORNER SIGN LIGHTING I Mr/ wv •.v "'°- '�M-� :.ST lrrSL1.CIER STALLS c CY - 4 / i I �I' ROW/P1:OERTY LINE 7lltmira:�b 1.93 3.b 0.7 2.76 5.14 / I APPROXIMATE AS-BUILT I SITE LIGHTING NOTES SITE LIGHTING NOTES-CONTINUED: 162s Baa87 perk Drive,Suite 100 rir / -- FOR s{K'L ER ion I lam) ELECTRICAL AND Sc Peal,Mute/as 55108 BUILDING aRCU/r BOX I BUS `1 TELEPHONE LINES T>1. 1.BEFORE WORK BEGINS.THE CITY SHALL RENEW AND APPROVE PLAN 6.BUS STOP RELOCATION. DISCONNECT AND REMOVE AND DISPOSE ( ) SHOwWG NEW FEED POINT,PARING,AND CONDUIT FOR STREET LIGHTS, WIRE AND RELATED ITEMS WITHIN DISTURBANCE ITEM AREA PROVIDE NEW r NTTH A7NOWT AND NbLES I� - . _ - 11 1 BUS SHELTER,AND STATUE,PROVIDE EXTERNAL SHUT OFF ACCESSIBLE PIRE CONNECTIONS,AND OTHER RELATED ITEM RECONNECT TO ../ i1 �' Ch F2.3 RELOCA ON TO THE CITY_ ?RAMC SIGNAL P0� 1 - F2. • IE�� 1 EXISTING ER CIRCUIT. f USE OF MATERIAL ONLY TO BE APPROVED BY AND CONCRETE FOUNDATION i-` _ AND METRO TRANSIT. `\. d .r°I. - _ ��_ .--. I . - 2.SITE LIGHTING TO BE DESIGN/BUILD.CONTRACTOR TO PROVIDE SHOP E f `� >fi4 '42' __ ��• __ !.� _ �___ • ....I, DRAWINGS FOR OWNER APPROVAL CITY AND COUNTY TO APPROVE ALL 7.SCULPTURE LIGHTING. DISCONNECT EXISTING ELECTRICAL H OILS RELOCATIAV �. • ,--■ _�_.� ��_ ..- --__- a -T _, -- WORK IN RIGHT-OF-WAY. REVIEW EXISTING SYSTEM WITHIN OVERALL CONNECTION. REPLACE INTERNAL LIGHTS WITHIN SCULPTURE BASE. ` it - -^" .11,-.1114, F22 �'''} 1 PROJECT. LIMITED AS-GUILTS ARE AVAILABLE SEE DETAILS SHEET PROVIDE NEW ROADWAY CI CU CONNECTION TO SCULPTURE, TIE INTO �./ (NOT IN PEO RAMP), ` f ._ <� _ - - I - DIAGRAMMATIC.RICHFIELD I VERIFY.STANDARD LIGHT DETAILS. WORK AND INFO IS EXISTING ROADWAY CIRCUIT.CONTRACTOR TO PROVIDE SEPARATE NEW HANDMIE COWR/BAS✓v - =r� FOR AMMAC,Fl FY. NEW CONDUIT;NEW NRES ��-_ ---_rtc �.` -.. METER.SHUT-OFF.AND CIRCUIT FROM ROADWAY LIMITING. Station \ -- SHELTER/TRASH. DISCONNECT EXISTING ELECTRICAL REPLACE EMS CONDUIT '-� " -��-> _ 3.PARKING LOT LIGHTS(TYPE A-D)NOT PART OF THIS PHASE. 8. BUS SHELTER e�� AND IBRfS IN/MPROIEAlET/T ELECTRIC NANO//OLE C� �D PLATE R 1C HANOFJOIE CONNECTION CN EXISTING BUS SHELTER. REMOVE AND DISPOSE. Phase Z REI/OYE EXISTING HARD ELECTRIC HANOHIX.£ AREA FROM NEAREST ADAPTER PLATE RETROFIT ADAPTER PLATE REPLACEMENT ... 4.PEDESTRIAN LIGHTS(TYPE F)TO BE CONTROLLED FROM PRIVATE PROVIDE NEW CONNECTION.CONDUIT,AND CONTROLS,TO NEW HOLE,RELOCATE NEW tiRES AND OLES(IYP.) AD CASTING RE RETROENT TOP CASTING REPLACEMENT - PROPERTY SYSTEM WITH TIME CLOCK AND PHOTOCELL VERIFY BUILDING BRCUIT,UNLESS DIRECTED TO USE EXISTING CONTROLS. CONDUIT TO NEW LOCATION IBM ADAPTER PLATE RETROFIT HANOH (PHAsE i) CONNECTION WITH EXISTING CIRCUITS. CURRENT CONTROLS ARE IN THE WORK TO BE APPROVED BY PROPERTY OWNER,CITY,AND METRO p_-Lt-t TOP CASTING REPLAIX'MENT SE CORNER OF THE SE RETAIL BUILDING. SEE TYPE F-SHEPHERD TRANSIT. Richfield, Minnesota ssu WEST 66TH STREET HOOK NOTE. A° 9. CONTRACTOR TO PROVIDE ELECTRICAL ASBUILTS FOR STREET 5.ROADWAY LIGHT(TYPE 0)TO PROVIDE NEW FIXTURE,POLE, LIGHTING.BUS SHELTERS,AND STATUE UGHTING IN THE RIGHT OF PHOTOMETRICS OF PARKING LOT AND LIGHT SPACING OF LIGHTS ALONG CONCRETE EMS.,CONDUIT.NEW CONDUIT AND WIRE LES,&OTHER WAY. RELATED ITEMS.PROVIDE NEW COMOUIi AND WIRE BETWEEN LIGHTS AND PUBLIC ROW WAS APPROVED UNDER PHASE 1 OF THE PROJECT. TO LACE ALL E POINT HAND DISTURBANCE AREA,FIELD VERIFY. REPLACE ALL EXISTING HANDHOLES TOP CASTING AND COVER IN SIDEWALK AREAS WITH MNDOT ROUND WITH ADAPTER 293), MORE INFO Lighting Plan CONTACT ROY DORON-HENNEPIN COUNTY,612-596-0293),SEE bb`"` O FIXTUL5 KIST BE ITC sOLLUTITE;: -- DETAILS.ALL STREET LIGHTING.LOCATION,AND WORK TO BE APPROVED Qty.....__.....___.'..yrehol _Label Arran went Description - _ 15 - __L_......__ .__-..._....____.....______._.__._....__._......_____..___._.__._..ate_-_:_-I2�1I __...__ ..-_...._...___= - - BE•SItN..F, RS:.Vii_ ns LLF LLD L 0 BF I karts TS EXISTING RANDHOLESLIOC LOCATIONS ALL NEED EXISTING SG AY-43-1250ps-SLK-SL,A4-12U I or City Aporoeed, See Hotel 0•2 0.760_.. 0.8 __..__.. RELOCATED,PER PEDESTRIAN RAMPS.SEE PLAN FOR MORE INFO. 3 T:- C- SIMILE IL FIRK P.Plik-5#-40041T 35' Pole (City droved) --- _ G 95 1 _465 RELOCATED VERIFY ALL WORK K WITH ALL NEW ITEMS.INCLUDING ANY 1 _.....a 9 A ITN -&'U< C6RLL'r iiP✓19-2-5vir-32u'PSY -_ 1 REWIRING. FY _.__ .._._._. ....._ ...._._.. _ - G.VEPo ALL WORK WITH CITY. 0.1 G. 60 0.8 0.95 46, 3 @ 12 F7£.Gk GAFLI'CO FIR T19-3 XJF--320PS 1i - ....._ -.._..__. ..__.._- _- ._ � OG 0 760 0.S 0.95 3 8 I 'O C SIN.::E 36510x HP•r 9-1 51V?3� 28900 0.'60 -0.8 0.35.. 36€._......... 6.CONDUIT SHOWN FOR UNDERGROUND TELEPHONE NG AND _0M41 29800 0,760 G.8 0.95 368 - UNDERGROUND ELECTRICAL(PUG)APPROXIMATE AND PER FIELD NOTES ___ IN D SITEIE GARS PP3-g 1 34VXF-320P5'1i I1S 28800 0.760 0.8 0_95 _ 368 FROM ELECTRICAL CONTRACTOR. ELECTRICAL CONDUIT TYPICALLY 30' Dale 06/30/14 -- - ------ TO 48'DEEP. TELEPHONE CONDUIT IS TYPICALLY 48-DEEP. Sheet C9 0' 20' 40' 60' 20111102.0411W Of•wg I. 02014 Westwood Professional Services.Inc. IIIIV VERIFY WITH HENNEPtN COUNTY ON HANDHOLE/PULL BOX ADAPTER PLATE FOR RETRO III TO EXISTING BASE. • • WeStYWOOCI ....... ,.. IVZ.0, .; /la -, '4' Z...._0',74-„, fp- -.‘ 1'7-Ns\ %.-74311:" ", Westwood Professional Corker.Ira. --,...,0, Ak , I',-. 'Iit J .li i:::\ -4.I.I.M.4ert-ArrAtt, 7699Anasralw Oche Eden Rob%MN S5344 N Vst: 11:1 .,. 311111 AO L.4 @Mete woo ,.../,..7 • t . ' '.•/ WOW SWAPS 01 4 lei 04.1540.4.1.1r_a rilliiis. 'CA.L1;1;%V''' ' ,,,s,-.. , AWNS WSW Aso AWL HIM 952-9374191 _... ../ -,, .--/ s .';'--. ---jr---47 .Escrtor UFAIINIIParo =KR A. i \ .• ENE rr Coht NW AM.r.S.1 PLO AS... FAX 952-937-5422 TOtL 14911437-5150 Tel,. • ,.s.IOUNSTIG ,.ii i at Jams wynxwestwoodpsroat stet s at, 1 sr.., 1 ._. I.-a. • rtliTMINNINIm ,1 rg:T. I ill ilk - L_.. -- T.: it lu- -, •I I= i_.....-41.c.r i i 4..,.. 1.1..__.1_....._ _, --.,.., ... ea@ I VEIL D'..k..2& NMI scrs_sers... ,.•,...........5 4.ST.1A11.RFC.,WV d . ,, ..- 0 WIN ESSNI LASTLAS i: =•... , IsIONA CS SOO -----11-... ' T. uorryArtararMeCt• sr•ost loam •T' -.---- SOME Medal RIM c . w I RAMA IL , farm Donne OW ... 'cm MIK CNA:. 1: 1-1 "91 /WI) Ikered Deredwor br/dars I . a ill • A a .101.1*NOM NOINONINI.1. 1 AMY, ...„..,,,, e-ils■ 'I'',, A-' jai-lik. 11%,'LW,j srTs. A r...-...Ts 0 4.4...... . 14‘tils1LAU-114.1.1.-11“4”.1A. 'c-, ..-, Set MN I I Weise= Ts.. AvrAka r...•74.-,-='x, c...._____4..._-...____, ,---., ..4.:=Aa.,WINtro.................NW ASr.4:111A1Ls.,r;,4......101....if:l... It MOWS POSSO COELLIO osisors An Wow. 1 67-14-2014 1211r COMMA LT Ars ir:'---7 ,\ sr..,sa F.. - f 41,, I , A °:',4,MTA-7,,T-t I y:.....'.• (I ,--*- Ili 'D tr.ltrr.`,2=T.124., 1,7 -^.7 -.... n r.? extr,:no,..•11*, or,,q'M1111.1111Mim..*, „, 4 ar.kwilp...14-• , ---- at:T=6:z zz.zivz a... anru I...car warbortaxarrs“moan e r r C.ERavrac swam cLatack MO.we ra.ocsr. :re e.ro 4 ii r.1....Ageoz,hr Irjagg...PAVAN°Sr Tr S MOO.0.011.W.ler VE Pee ve.V ilea@ Aen TOR PM . V I, I w (,l'f '.....=.-1-=-4-4-1.-.:•--:.':'- .1-t) -.Ilia lin T.--r, on:,7.:.1.-;,,.,,..-- k MA Ni.Annori MA L.MAI @ Ileff eaLettaignent. I.itlakaziA 30.1114$LEALL/1 LOSO.ALL N.. sr...s....al ast Arrs it 40 WOW OINVOISION 1 1iss. • L. wee ne ea.,- •Keene O@I.4 so@ me In Km A.r Am.Wo Boa A AA nowt woo Among °V.C.WAra492..:.-1;,,AZON.,A ....SA,. Q . ' s AD Amos°Iry NUS.. "1.1. SOFA a 3 Waft,VAS LSTErsr=„2.SOOLV saw as...sr .. oss... .^Or .4.7 f;,=„. rez=vas swore ,..,,,,, ,A.A isr i avatea:=No. "Iggv.' "Alt' I ......1 ICAMMAQINIAANHOLE , . OTY0FRKGRELEER ill IV elY.0.0/44.1 I PS.C7NAVINDLE I PM,ROX I LN i gnu Avaqtallot I PAIS-NAND:IDLE/rtuapx Zi '''' s'''''''' 8TORMSTANDARD " "d 811.4A .tossA ass ,,,.„..,......,,,_I KATLATvvm.,NosAILA..mom. MO IWTTNREQTANGUIARIJO ,,,e,4",:,... mammon revikm NIANI-10LE T rtv, _• ,,,,,,,,,,..,....0....,,,......,......., .............,mai Am 1 Amt a 60,bawd PITCRISIDAIAL i 1INGINm=dr OA Yen of IIN Easfe V lAlorele. • 1 '.:› I- ----1 7'4 °, 75•NINIMIN.COVER RF.WINED I OS NM=fl MILO oar SEN. MN.I ONCONaLASIZIAA10 Crete/ma Schroeder 19 DVE11 Fes cr WAVER NAN I ......., ....r.... ,,,,,,,.......,m ..mreaws,.,,,,„., . nvdiMuman in smAA NAM.419. new__'44_7 _Afore NA_ 43°19 11 ---77.-- I , .s.,..-'_ -_.:al,12-2,_--;.'=- +, r.v...... i B .......W.V.......s. \ I A :414 1,1 Ilif 6.I•1...m........,. s ■ I ) TOr MO Nam AA.,Aut As.Ow A F. 1. -. i 4. CI 1,_ i :CV. j : ..:.- A A PLAN I ;i 1 i s I 11 ,_:, • sot SZIOW''' i 1 II JAMS I I : 11114. I I rA.mit.A.°Nu see"sew me 1 I I nua.sre.E.-¢* V' ii I - SOL M.or AvNINIA Mk I 4rAr Igilltili I ; i Irr: Ainiu.r. L-v--I via.. •if. .."..... st Li mosc=mci-.....4111===w - • .--- -- -------STA'.F SS STFEt.vs.'s.SLEEVE jI ,... i i k I i i ;:.-,. ,___. ,..-_.,...,..._• ,ANAL as-snows moor rst r men sus ,-3-,;., --- _ sRENIES cipAcA CaiDUCTIVI,T.STRAP 1 1 =as V / 4 -r-L-k1 . --I TO DVSASS wpm:,si_eirVE.Ninnton 1 0 kl,WIDE=LAT MADER CMS 1 ...........111. ..--,,,r,=.; 1 1 ty*MSS 1 1 1 1 ,............. ..„ .• .• -la 1 1 '''-: I 118, Troo. 1 i ii 0 .6..swar*,W A. iro- :I I I 1., ;,,,ium.. RESTLIANT itEXE VALik 1 Nossir Ormst ha f.r:,,,,,,...1 '!..___.....__' "'"`"- ...1 • . - . : .: .• l'..I4 • k....,..tele Weser Oell% - . \ RaNTRRENe',a MO@ : : 4 C-.,..al-Se STANDARDS : I IINININNINNINT ' IIIINNININININt • • i Va.'AV'"•"" azi.r.v....... Vitirli . ot rm.reue trarAy ss j rsat RM..S1.1 OM=SALA.an@ IS Ka.40 VC WIL Ix.WANo WPM rasa MOW SW AL.I.S S.IS LOANTS TO WHIM 40.&Ws rm.Rom, il .1_, j_ . 1 1 774 aliS AO*AA tala at WAVE IA AVOIANT. Rot :• TVP' • \ i : A rx Asos so or t mon.oscura sookras NIFL W.t.arrp.Ts rars Sr.ne,Suss so..... /1 SEC.._ A-A •Tri--,4T f' r3 tA:, t s ALA.111...TS SAL reoc-aut so arms.CPA, A au mar saasa vs se unto As Iwo 1021,A MOAN S.Or Sr Or SW..OM.resnsEs Ay,e A con .*a sus*mews=nos...In ec NS MOND 1.Oen WV.To 4.1.4 Iry W.ran-Ai A... ME OF.01.1.1.1 Ism OS OM.worn wows. , 0 . • _ 1 - 0/1f3"' I 'Woril:NA ran='""' ~' •se row et Le r averire...wt..suis S ALL Wm.issIt An @ea.19 MeV@ UM. e memo 24745 74 Aaraura ay=TRW so saw.nom aor •.01.•moist L....as.To at @L.L.Was So V. I es@ ILL ICINCOSES NO trt NI.TO 01111.911.410.1W. Prepared for 4 M.26/1 tr-zalavaLr„arm,,,,--.7,&- -.WM ran St asselass Ter".7iFtWECT.V.A.,..""Afrc=2441V4... ,.SOW@ W.SOT Me M.O.WASS w.f.IN 4174 Mot. Wellington ...,,,.,..,,,.... .......owas.-ros T-.1r431'.- I\ . \ RACVILL NON 4-LW.NSIAI.11F. \--LINDISTERBED MTN i a le NEDRA wesconow • I-,- PVT r*UST R.X L 9.1A0 artulz inn Waal Management, L - „., , 9.GENERETE 131..MX - .• : . .• ,.,....veire HYDRANT I Inc. =I VIAL*RICHFIELD lGTAarPROI WATER MAIN i‘r"..'.--n-I ii 4T.".". VALVE BoX ...=CTTY0FRICTIFTELD di DETANSIO. ERIMMERINGORASIOR ‘..-Ver1i.r- INSTALLATION 1.C....*.H...0.1 WI .0"..I SAN I TAR Y STAN DARD ;74" ...q•ILITY0PRIOL.PIRM COMM, WM. : WET TAP innveineoomnonl I I.C.0. INSTALLATION SAsof FotANHOLE locrwesrecurvisrolcd ■ I. '77t.'!7___i____.._________ d .,.._________ I - 1625 Energy Parlc Drive,Suite 100 St Paul,Ifbroesota 5M00 it- LOAD FACTOR 2.3 ilMpliMpir_. CoupAcIT0 PIER CAP INIIMEIMUNNEr cOUPACIED V “,. 1.1% 4.■ JOAcAoLL CLASS A 20'SQUARE CONCRETE BACAFILE TO 2-TRICK(TYP.) Litints -11., 2000i 0.5 OF cursor 7, ,,. el.- = - 7 MNITE TT MOVER RIM%WED ,t BORROW PirtVill „' ''' l': ASA-DENOTES OUTNOE OFD0040 Lyndale PIER BASE SEAT CAP ' '1:,, fe: ,11' IRADOT SCFC 3149 291 WO. DIAMETER Of F/PE -i■,, II d Mill■AN. .. .,,. 26.S M QUARE(TYR) 20'SQUARE also ... ...,„,.. LOAD FACTOR 1.9 2.MICK(TYP) NINANtlIINANANN Station '. f H F,--:-:::::-:-..:- -,-AL.::- -----•::::-:::ff' 8,.cm, CLASS B RM.1/ 1111111.1 MI 111011-13IA-ISNOIES OOUF Moft E RIAACTER ./4 - coat, _ . HI@ IuA CTm.ER/ASAR RL ABPLEOD O IMNG O M alliar-_lfl_iL:_I_l_li r_F S16E'A.T A BDAE S(E TYP.) I .1141 - ME sr.INNi Ir , A- SPEC 114911 MOD. w_wa miwil Phase 2 PIPE FOUNDATION&BEDDING Si GOOD SOILS „,,,,,,w„,..._ ;0,0,..frin,0.75 OlDRDE PARA#WILIE/■....... ...■111 .MIWIIIII4I IMIr- notimmi7o"_....rir:■......._ Iffiti_mili Richfield, Minnesota AIPROVED FIFE FOUNDATION LIATERIAL ISIA92. MOO)CONSIDERED INCIDENT.To!RE SPEcIFILIT GRANULAR BORROW LAATELGAL PA°20,RaTT. I LOAD EACTOR 1.5 - •Is ion_ - Rolm MO-'- moommunismorn".•., ciAss c-1 IIIMILMICIOnlill 1111 a I 0 1.1•••=4.1•11•11 _ • _ mos 1 i::-e:,"a----...s.-----i -'1 Al BAC.. .._ NAND SNARED FROU ,%=,T,'" i',.-,..,-,...„-11, FRU UNDISIIIRDED SOIE I' BASE[F6O-UINvDa A TLIOON IN A ' m,.-1'1e, S„rAelm,Ia.',,r', Il MR"PO.D I R _i._ oOuF ifSlLiOvE F, LrLIVAFI V LOAD EAMON-As LVAIN NNN,-SAUGGEGAT E , Ac. .1, 'N Site Details M 3 p C M NAND NIAPLD NOW 1 1, WO • Melte,MOO@ $1.ALINALLANDIE ..-14 ,,,1A0., 1 OARN TN NO .01704 I MOE NiD WALL 10 240101 LLGSONG LiA/4 ROT N0 II -- urn.MAN 6. . AM/AGATE 1.7..or 2.SIMON STIOSIE NM ADM.'S_OR APPROVED(COAL 0.,2-2... -OW DENOTES 7,2,4 A--,L;-4"7 ,,,,,314.1 NOD. 3.non.(ANSEL WI STONE NIIIIESNCRETE/SIONE GAS.MITERED 10 STONE WILDE 0007)10 1 4.CONTRACTOR 10 prima at WAXING.SALMIS AND MOCIONI.KS APPROVAL.O Cl PST ASA-DENOTES REOLILRIll. PIPE FOUNDATION&DEDONIG IN POOR SOILS Outor goL. OUTSIDE NATTIER OF EATE 5 11 ALONG AS A PLANTER WALL,PROVIOC TRIER FABRIC OEINEEN 51.1.UM AND SON Coll 48 Hours before digging: W I PIPE BEDDING-PVC 1 c:ANAI W I PIPE MOOING-PEP OR DIP .S1 MOOS I OSANNI W I PLANTER SEAT WALL Uer AvAsi. io/22/1, GOPHER STATE ONE CALL iut. 10/28/11 5145-C SI44-C I - • Twin City Area 651-454-0002 Sheet CH) Mn.Toll Free 1-800-252-1166 20111102.0401F01 dwg 02014 Westwood Professional Services.Inc. I ■`•••• .. • l: °� j CUn^BEINTmP)TO HOW - 'V E _ §." 't' A ..\,"t• IrA t,- — AOJP.CEN! J 1' i.> f -`s'`& . i I E • ' - IX:RB114 iE.:RAL)TO HOEg�-TI ,\\ POJACEN7'v?tPOE^^�\c r J I r(� \ / f"4L:R O \ J \l 1 •,\ Y ....m° : + . I I.Y ''/ ' I i' F •d 4J 11 �..» " 3. 0._-....,.j+ :�' CROSS SLOPE A-'� i:-% J47�'.-':Y A�.TQ,r14a. b i I i y� \�\;\ eta t%! ,.,i rg r I...:e wee i 1 F' I -i .. ^'.RPTx \_r40N'r:.�r \` "i.��.+Y- Westwood�Fab1WSeNees,Ms I F E I �'7 Fi GALY.AN71E0 � " G`c+%4U FRLYtT FAC£ 7.A...rap Q1Y!I € yy `R i 1- I �5„i + STEEL ll-CNAVHEL 0.3' A .i Or Ct;RB Eden ha4le,M/95344 3/S'D7A laILES OFI 7'CENTERS S4 Ui pL,l �. + llc4.��,., NOTe'S: ,�"" .,,,,...,\,...‘\.,:...,,..11.... PC j'„y }-- ::.: 'r. ,.--. \<�.,. a:a RAMP Rcrk to zE '' ` 56�� a NOTES: .lSa�at50” .�: o t_ .�.,.• ' I i I -" •'•'" ISOMETRIC PLAN AoA RE .EVL�.'s / GXC.RE•E AxP MEET LATEST VOLUME 1 73/59 •�+ s j,.x�,; I 2. AW Rea YtE^*R+NCAr=`aa1E YYY ISOMETRIC PLAN koR ra<0. uE-Y. • 1; t>3� sl^ 1 I I I {:TIT 4X4' u▪dLL BE Y L4 It DPE`CT,M Z F•JNEkOK,TAAR TO awa BROOM `=-T y3'_ E + � 7'TYPICAL PROVING A Y DIE ` tP.YE �. MWMLWASBNOe�Sec111 iWB rA^ LANretG OrHR'3 DIE I=.9ESRtfK1 LtIFAf,AT CAB Ai., PROMDE A RETATI•RLY E LATE CX4' RRW.AS AYAIATAE "a:til Ez.x' F P3,.:.WC"1 cJRB eR--y LATTONG BERND Teri PEDESTRIAN PAi sl - " 3� 1 I [ .X:GB AEJ�M RAMP,AS AVd.L S RAMP AMA" 1 I'Overtop MIN J.'n Cr 17£ A•Ot:G, iR{W;;°EO g12H A+k; ABLE 'S OS:34Ld AS • 1 ""°e 40 i0 nOl.G WA AREA S+LL 4 CC4O1E7E sA.X, i € i jyDEWAJt xDrn 1 AD GUTTER , u•U : I Ai9' rii: :"°"•e-•-• APPROACH i ,...rl WOUND, TTxA STY•6 Ca.OR TO:.k J'CL'R3 TO HOLD 1fp.YU:fO ODE!AA=.A IS P A°PR ADJACENT -�— S_v^FE NAX �.. L EGL-RED NT MALX.:AC S-RFAry T{fPPR4A,.H 1 3DEM.AtK MOTH AOJA^'HT GRgfNp. NDIENTA_ Oskcaet jYb 1' I j ' £ u. li. v. 3 . uma I PD a-r EoaaeuF _u1 l _asR RED•�. .° �. 1 STEEL SIGN GALVANIZED STS A PRrs FG wSEA. �k MG .,. 5 ' -47.2 p•T.. a" a t2/F R'— 1 NUT x An Da+E sr r - - ww:.mm.v"...e. [ • T i _ -JC� 2%LANDTED CROSS;a.GF Y>gKG RECMGETENTS —. ..._' oaat�» I y_� a ; I 1/ P'1Ea-- zx.A a.c r zsa PE — -- �' 9 %" t NY E4VCREii W>x S GCYUET wAX W0 AS —. g•+ .Yr@sA^f. ' if ��°��•��ss :.'i°S° •;$r ' PARAtL�L.RAMP SCNCR• A?ER ..ANDArs Tt2'vzc-FT MCg-A Ga:aMEIE wALAT Resod i MATERIW. .ANENT .LLER --»^may Wader ,9Ae oe.:.aii; asr,'w: i °aaa•»,�a,.,,r., a ' S:GH POSTS PLACED SECTION A-A {-c+>na(x.ECR:d.)-G NT'" MnTEwat. PARALLEL RAMP r 7_�_'�_tt : iI .m"n a 2'N+c 1 It/^IN Cd4CRETr PAVEMENT 8.33%RANG J 3(!KD ACEk*GRADE. SECTION A—A CiRBiRiFEGRALj TO f + + >.• ¢ •e ac o >m w+ r I J•l SHA'_8E INSERTED-IN SL�'E N:St.j 4rUND Au SL.tkES I AS OUR 833%RAMP; itp.0 ACJR^ERT GRADE. ' f I 4 "• I I ¢ DTa PVC SLEEVE ' "'O. M• R /T -OTk'.O AS E{X.IRED L •v+es:iwr 'n' i >apa?Kv tt!,z wcS,c" • f77-1:'-' 1• - - ' - .,Y. LNpTLRg rvNS #$•gAy�.aer,,,! iR L � i I +e Ka." 3 ,k S t�L9F, °' � E •+GN-. If v _ i '----o._._c-._- _ iTni6ee _ u T -'i SLOPE a 1e�� 6 MN • �•Y• - gl" i-1 • • ...� ._- 8 TAN_ 4 TUN _ .6'WTI t oF"11-ap9 MX/0LYEx15 .e.ee 7«:'R'%:./ X st>t ELEVandN sIAxDAJ'`TAPERED SQUARE;"'*TEA—°_I — •I ' Pi)DUC PARALLEI.PEDESTRIAN ;A4T FATTxO: F+FVAnON ---......_..--__----- ?o¢rALxa: IcRY OF=DREW " 'oTAIrA>0 TYPE �"'°='x—N_ ; r,UR7 RAMP nlnQ PRIVATE PARALLEL PE(1ESFRLAN __.__..._____-_.._...__.._...-._.....___ MSC& I POLE ENGNEE10N0 -a oenxeas 'erry oFRKas1ETn nATOVn SIGN — _ .Ii w•••we I S+tC C Syr ( CuR'3 RAMP r� --._._..._....____.._-...----..........._......._._.......__._...._..._ . ---- a I D+ ' ' MISS 0¢ ASSEMBLY T,T L ?ENSwEERINOIXNegN�""I �I DETAIL M Y CiYOFRICHRE1.0 _ 51tit-C'' I ENGINEERNO DIVISION` i ■ F Mir=Iffy ale Y PI-w P4eN b Le r mete Ng Mss...Lim RA lie I me A 41.84 18*L'b1®NAL e+mM air Ma Fees et v ter et Mira Greldwe A7 11 E PACE OF • Cu: BACK of FACE a �� - B 8' 8' NOW.TO OF POST CAP,-- �� E✓�AIi_--- CURB >� CURB © pAC.'z OF SIGNS TO BF GALVANIZED 7Ya_ a! / / L O FACE OF CURB © MN MN.MIN. • MOUNTED 60'66' STEEL f I 0 / \ .!(/ < CUNB .M` FACE a I I I_HANDICAP PARKING FROM PARKING GRADE,I a -CURB SPAIT[0 SLl ON PST iri GALVAMZEI) "�\C> �I A.,u I F< m ,> o sYMea CENTREg PVVVIAB��_ INSrALIAIIOIt DETAIL MOUNDNG --+>EA. 41+� 6' (<' __ fi" TOWARD DRIVE AISLE HARDWARE Iq.R N 6' PLAN�W 1N Rep --I P t'L m 1..._.. ._.6• -- 6 �0_ ` HANDICAP SIGN DEB HANDICAP PARKRNG 2'CAI.VAMZEO �, A1� A-e `� ICK,T2•%18%OR STEEL PIPE, 1■PLAN YEW PF)EFMYPIw o oaAp A� Le CENTERED Al Af HEAD PLAN MEW DIAGONAL RAMP PLAN VIEW PERPENDICULAR RAMP \ -or SPACE ON CENTER BP TOTRF FINE PER LOCAL CODE ROUND,SET.. CURD OR CURB 4'DESIRABLE° STRIPE i0RYM1AT1011 CONCRETE AND GUTTER 5 4` LANDNG CURB OR CURB 1'DESNABLE 1 I' AND GUTTER 5 4" LANDING O HANDICAP VAN -a. SLEEK,GAM, 5&APPROACH-, ,\ HANDICAP PARKING VAN ACCESSRIE PARKING 1 a- 3"ABOVE CONC., SLOPE MAX 5X APPROACH-�� j S t ACCti SS AM13E iM IH cACCESSIBLE SIGN.lYX6•.OR PER W/ANCHOR BOLT gg . DOPE MA% - V'I�•ICf:(1 LOCAL CODE. -6.33X RAMP PAIN IEU T2"H(N `0 //'2•PREFORMED SLOPE MAX -8.33%RAMP --- LFiTRBM.OF•Np (`•� AS APPLICABLE •'N -D(MTED TOP N-__.. JOSE FILLER -- _.. 1/2•PREFORMED SLOPE MAX PA C• NTE SIGN n LANDSCAPE AND n MRIEMAE. CONCRETEgCT A-A JOINT FILLER -.......--_ CONCRETE WALK PARKING LAYOUT EON COWARD DRIVE NSIf. PARKING AREANAL _ -ROUND ALL SLOPED MATERIN. 8.338 SIDE RAKES . A-A RBSH VI SIDE K INTERSECTIONS /-ROUND KT OPED S'IPIN P45 DE 4 SLOPE MAX /// -&33%S+OE BARES —(,(/— _ - FINAI TRADE 7 "�'-'-_ / SLOPE MAX CROSS ItATCtI CREE 5 TO CA1RD PAVEMENT OR °10"OIANEIER CENTER LANDSCAPE 6' ' 4"OR f 6 - -I ... _ PATTERN AT 2'O.C. SYMBOL+N PARKRG ) E'ER RAIf 6' TER PLAFTI B' .- �9 AT ACCESS AISLE o STET.ALL LINES �_ 6�T.A STEEL a•V.� .6"..., ?.. F NAl10N OF RAMP \ -FACE OF CURB 70 BE s'WOE. . CASING.FILLED s+A h-•3�S Q, AT VATfON OF RAMP \ F MM NoN San: 4,,0,2.,: s 140TH NOTES: 9LIEWALK ry -___ + I.RWI PAINTED 'Fig i�.: - H - ABOVE GRADE is5 rS'+L i Premed for F. CROWE A Kumar FLAT I' X 4' WONG BERND THE FEDERMAN RALP"AS AVAILABLE. I. PREMIX A RELATIVELY MT 4' X 4' LANDING BUR.RE PEDESTRIAN RASP,AS AVAXA(KE. •nU DOMED TOP ��'Vf •Oti ""1'O'�*'��„ 2.(11X8 RAMP AREA TO OE CHUSK 44 AND LANDING LATEST AOA P OUNE>ItF'O LC LE IC-WO( -- �,,3 Wellington RAMPS STALL RAPE M"LA+NIIIG 6ETNEEN,OR P(wYIDE AT-CRAM CROSSING 2. CURB RAMP AREA 10 BE fANCREIE AIA IEEE LATEST WA NEgwtEMENIS BA[K-TO-BAD+ •, CONCRETE C(XICRETF �{+i J. SURFACE TO BE MEDIUM BROOM 11091 ON SBIEFIARES MO RAMP,PERPENDICULAR f0 TRAVEL PEDESTRIAN RAMPS TRUNCATED HAVE 18"LANDING(EIAEEN.OR PROVIDE T-(BADE CRO'SING CENTERED 94YI CURD&GUTTER PIE/ FOOTING 'M'. z- .. Or J. AM REQUIRED 1RUNCAIEO DOTE AREA SHAME BF.2'ME N DIRECTION OF 1RAYE(.AND SHALL _ ` 67.5° y(1■ 4. RAMP AREA IS CONSIDERED AS CONCRETE WAIVE MD TRUNCATED DOME AREA IS a1ODENIAL COLOR O T FULL MOM OF THE CURB RATA. TRUNCATED DOTE AREA To B A CQ ABINCAN' NOTE:S`RTPNG TO CENTERED AT HEAD - - 5. CONCRETE.DE CLARE PAVEMENT DOl DEMARD a ADJACENT 10 A NON-PAWED AREA COLOR A THE ADJACENT WMXWG EdNFO TRUNCATED DOTE AREA TB BE A PREFABwCATED MATCH PARKMf,, OF SPACE.2'TUN. SICK INSTALLED IN -. TvSFP AND LEFT ME MA DOME CONCRETE CE AID LK.MAO REQUIREMENTS. CODE PER LOCAL AND 6'MAX.FROM 570EMWLK OR FIAilINNCC- STALL PARKING 9C11 '`�,wwr_g t' 4. RAMP AREA 6 CONSlDEREp AS Cp1CRE wAH(,MO iRNK:AIEp OOLTE AREA IS INCIDENTAL CODE FACE OF CURB ( INSTALLED M PARKING LOT lvi{�il W I _ HANDICAP NOTE SIGN 7D SE z TSEED 1TFEAE T�ANOTHER PARKING SYMBOL F+NpGP mow STNLS FAC£Q1E iiiC PRIVATE PEDESTRIAN CURB RAMP T RENDER nI usr tEMC� SI09-CP PUBLIC PEDESTRIAN CURB RAMP I w/nnl HANDICAP ACCESSIBLE SIGNA(>'E tASl le`AVrz I �� 5109-C ' AND STRIPING I �C SIGN POST INSTALLATION VAIN SLEEVES ASono SI14-CS _ 1625 Energy Park Dxive,Suite 100 St]Pant Ifinneeola 53108 3'R 1/2'R Lyndale • CONCRETE SEALANT '-+t2•EXPANSION JOINT PER PLAN OR 50'MAX AND I I Q 8�O CONCRETE FILLED.. OS POE PER OWNER'S SPF.C+FICARO4 AT EACH BUILDING EDGE,CURB EDGE,OR PER 31Y1 -d G MA LIFTER R SIB STE.PW OWNER'S DIRECTION. GE.CURB JOINT TO INCLUDE ° EXPOSED PPE YELLOW,OR 1/8•CONTRACTION,+ONT EXPANSION CAP(ZIP STRIP),NNttE%REMOVABLE 3'R ° e Q APPROVED COLOR BY O11NEit WITH 1/4'RADIUS TO CAP STRIP OR APPROVED EQUAL. TO COLORED CAULK SLOPE 3t—_ - _ a Station AT EXP.MAX. 70 BE SELECTED BY OWNER. 1/4` 0 DEPTH OF 2'FOR TOOL RADIUS AX n� ° n e° __C JOINT OR i'FOR -5"CONCRETE WALK MTH E8'LONG/5 SAWCUT TETTy gaPhase PER A' L Xt PLAN OR 8'MAXIMUM. CONCRETE.,DUa.ORTG SE M\OR CARH, A °° a a a AS INFLECTED.6"NN.CONCRETE WALK 0 O �L� COARSE PER -� FOR HEAVY MEMBRANE ° G Richfield, Minnesota FINISH OR PER '-MEMBRANE CUMNG COMPOUND I ° OWNER'S (200 SF/GALLON) I DIRECTION %- 8, O TOP OF PAVEMENT. Y_ Q 24'qA CONCRETE FOUNDATION.USE ,. SONO711BE FORM. {INCIDENTAL 70 ID \ J\/`�< � CONCRETE) NOTE: EXPANSION JOINT SPACING IS 700' ,� Q COMPACTED SUBLE j�n\: •� ' - T' MIN.3'CL 5 LINDER C.&G. •T `-(1) SUBSOIL COMPACTED.APPROVED'---J v © �� Al.t.JOINTS 10 CONFORM SWGRAOE i 0 SOLO UNDISTURBED SOIL 70 ADA REQUIREMENTS L1 rib Two x y , 8612 I2" 20" 1 ©PROVNE HTCH•SMOOTH 8616 18" 26' • _-.+ CONCRETE F1N9/. 8624 24" .32' /4�4 CONCRETE SIDEWALK/ 044T°EAo� ( �RENTER UST ROAM. CONCRETE SIDEWALK-HEAVY DUTY I SLOB-C 1 BR STYLE CURB AND CUTTER BOLLARD wi Aw Call 48 Hours Defoe digging: 11 sLOt s176 GOPHER STATE ONE CAI_ wm 10/28/11 Two City Area 651-454-0002 Sheet Cli Mn. Td1 Free 1-800-252-1166 20111102.040T02.dots 02014 Westwood Professional Services.Inc, EXTRA STRENGTH FILTER FABRIC primp SPECIFICATIONS AND STANDARDS NOTE: "• TYPE R-ADD HIRE MESH BACKING ALL GEOTE%nLE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH TYPE 19-ADD PARE MESH µD HAY BALES y,m AISC MANUAL CF STEEL CONSTRUCTION,9M ENROL T. DIRECTIONS, (MEETING MnDOT SPEC.3733 GEOIE%TRES) STEEL OR _ _ �LQ't� ANS SIRUCIURN-1tELDING CODE-STEEL.O1.I-94. _+_,,• '4 '' J FINISHED 517E(INCLUDING FACILITATE POCKETS)SHALL EXTEND A MINIMUM Of 10'AROUND fiK w••oM POST ! '�L�OYI VAS - aOw:KA 29 CFR 1926-OSHA SAFETYµD HEALTH STANDARDS PERIMETER TO FACILITATE MAWIENANCE OR REMOVAL __.- '}F { {{{y '.'. .I- IlE4[1T LOADS DO NOT INSTALL PROTECTION W INLETS SHALLOWER DIAN 30'.TILE INSTALLED BAG SHALL Professional Services.Inc le•'� ALLOWABLE AXLE WEIGHT LOAD n/ HAVE A MINIMUM SIDE CLEARANCE BEIW£EN THE INLET WALLS AND THE BAG,MEASURED TO 0•MAX SPACING WITH <{3 {)> £I53:- _.....--a, -' AT THE BOTTOM OF THE OVERFLOW HOLE OF J'. WHERE NECESSARY THE CONTRACTOR ~wood 7699Anagran Me NIKE SUPPORT FENCE C-0• tY IAN. I {3} {# {;3, {# 01:1047,1111:4114.4 $ SAFETY FACTOR n/a SHALL CONCH THE BAG(USING PLASTIC ZIP TIES)TO ACHIEVE THE 3•CLEARANCE. E�Prairie,IAN 55344 MAX.SPACING WITHOUT WIRE A { tt *114-46740-1.-)-...�l II ∎(•41� WATER FLOW RATE SUPPORT FENCE - > ) { �Iy 0.4]6 de 0 3•hood PONCINC HEIGHT :oi : T3 {+.• •.A •a y (IHROUC8 PLYESTER SLEEVE) D (E'OTE%TILE LINER \•••X• 1, f WLEi SPEIf1CATICMS!(TYPE Ip YnDOT ,'�'�PriO N0� 114 cfO 15 head �3733 `• wavaweansoodgenora WOO)POST glN10FT- IOUI SIGN 1"-3'BASIC �t/' ! \ 0 ti '�•• EARTH BIBtM 4•7'.4.;,0,...,,,,,,,,,,#a'f�•►) I WLTCH k SEED SILT FENCE 4FDItt { \\ '��::1:�' PAR OR situ. IT"1PN. NOTE: /~ \ I•` _ IMF.TS VAIN cost CURD IB'NINAIVY CUT OFF B['AM TO Sal / \` `\ fIL1CR ASSEMBLY �0�•�,�� - ROD FOR REMOVAL(FOR DSO 12•MIN. MASTICATE WASHOUT AREAS L41µ/ AN•FFFIEAB{E LINER TO PREVENT CONCRETE IAINIMIZE RUNOFF FROM 97E �ti WITH iRFNG1 WARR FROM•fas to i/oONTAGIIIG NM 901. \\ `�\ :i: � ••"••• BO%.REPLACE ROD NTH dI'�t UN 8• EWER INCLUDES TO TEL Pf11l8 T Ot COIPACIED GAY I•IFR. TAMMY DONNE '.1$5::., jl!y`".:4 WOOD 2•%4").EXTEND COMPACTED GRAVEL wA910UT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. ```� .�` , 1'11. �')�: I�0 10•BEYOND GRAZE ON �lllrf. BACXFAL �. STITCHED SEAMS ALL 1•'I VIII . .�_ LI I BOTH SIDES,SECURE TO nasal YAM 1ARNDAl1 T ALTERNATE DETN� '5 MIN SECiM A-A \` - • A� AROUND SIDE PIECES {�:{iji(f'.:;:�., 14aTad Ir:••'•. CRATE WIM WMRF.OR IknrL6 bE/tWQ \�` �1 AND ON FLAP 3 I1.i%..I I>Lasnr,Des TEENER WITH(RAVEL SAT RACE POCKETS HI•;�7{I y':•:�' r BACKFIL NOTT Oil, T1.S�.. �� T1OTE• �•' FRONT,BACK,AND ` 1"X 4'HOLE T S�`• L STREET CONTRACTOR TO \ \ BOTTOM TO BE SINN.BE NEAT i. INSPECT AND REPAIR FENCE AFTER CACTI STORM EVENTµD REMOVE SEDIMENT <r`j`j1ji` WPERMFANE OMER ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM THICKNESS OF CO.AND CONTAIN `.�r'�� 4AL`E FROM SINGE CUI INTO All WHEN NECESSARY. � ,,, _ MAD/AULT SIDE SLOPES OF 4:1.ROCK ENTRANCE SHOULD BE'INSPECTED AND MAWTAWED INSTALL AFTER CURB k \\ I`��I CG-23 PIECE OF FABRIC. FOUR SIDE �� 2- REMOVED SENTIENT STMT t1<DEPOSITED TO 0.4 AREA THAT WI(1 NOT ,:2%`j j,.;'''S 'T'T'T:Tjlj;l>ijT,l>�jy";_ REGULARLY-ROCK ENTRANCE LENGTH MAY NEED TO BE EXTENDED IN GAY SOILS. GUTTER IS INSTALLED. ,PANELS. EFFICIENCY. EN E SHALL PLACED µD CM BE OURS TO MA MIABIUZED. YARITAW UNTIL SlE P] t w-u-2NI4 Non oDN•ona J. SILT FENCE SHALL 9F.PLACED ON Si.OPF CONTOURS TO MAXIMIZE FORDING ,, ••�y�j��•y`•`x`•`�✓`•`•`• SIA[ALI7F.0. PG.YFSTCF AEF.VE \\� EFFICIENCY. LAST'ALN� LAS,RNSiR SILT FENCE W"W`'11° CONCRETE WASHOUT AREA tenons COMMROAD DRAIN CG-23 LAST T 12 LAM ...____._...___..._.._........._.._...._......__...__...-....__...........__._._..... w....4 GD02 G008 W ROCK CONSTRUCTION ENTRANCE W I I mALTM I STORM DRAIN NLTAUAia GDOS w,r,e ROAD CURB INLET PROTECTION GD12 FILTER BAG INSERT MO OVERLAP ENDS 6' HEM OTY DESCRIPTOR 1 SCHARF BASE POST,SURFACE.BOOT 2 2 ROUND SPX POST 3 1 M(%WD RTO MATE 4 1 Tlx CAP . ...„.... .., . ..L. ,r,-- ,,,,.,,,.. 19.000• k L Lely mey ea am Iv w arp...l y r r.q an.ma..i4=e 9e l am•ry in•p p•O�I/LL © .. wloNS imam u•I..rrbr Ma et r.r ENDS SECURELY G.OS-D TO // / Sthweder PREVENT LOSS OF OPEN 6 'SF ,.A GRADED AGGREGATE CALVµ1ZED ,,ac• (rd�m GUASED AGGREGATE EGAT 50 P51. ' FlNISII,TYP. __ ZIP BE. . " • MN "4-1- __--Marne Pi____ g__-_ 1>. �' 21.375• {} 1:M Lr+.. _%�.'.0 39.188• 42.000• i\ /� ____ `, R4.75D' I ` ��X w.rT /P�4/��/ 4'LONG AND.5'DIAMETER 2.375'S0 ii pA 2-375• `.�;� CEOTEXTTLE SOCK.SEAM JOINED BY O / IWO ROWS OF STITCHING VON A PLASTIC MESH BACKING OR WAUSAU TIE TE l M11ER 9,403 _ HEATBONDED.(OR APPROVED CREAM COLOR OR PER OWNER'S APPROVAL '�� EQUIVALENT)FILL ROO(LOG WI}H 0 • OPEN GRADED AGGREGATE CONSISTING GROUND MOUTHED LOCATIONS PER aiy AND I//.�=`\.Y OE SOUND.DURABLE'PA/TOMES a' H01[S: • /' (RUSHED QUARRY ROCK OR GRAVEL BBB HCRMER I. CONTRACTOR SHALE NTA!OF 1`ITOOIICf NO/SFHd• OWNER APPROVAL. , �{� % NOM CONFORMING TO 3137,CA-3(<1.5') NRT'YU OI'WIURHI 2. CONWATCT,SNAIL MOUNT NED PRON.HNmWARE, A1r�1 rl GRADATION(OR EQUIVALENT). PA.PDX 296 RIVERIEaD,HT H901 PER MNNIFACUTE DIRECTOR.PROITU COORDINATE WITH NTRIGATION FOR WATER r "~r•l--T ' ) T.ALE GCOIE%I1LE USED FOR WLF?PROTECTION SHALL OF MONOFIIAYF.NT IN BOTH OK{ECTIONS. POtt-TREE PHONE,E,I-R86.O66.I-4621 MMY7RNTE TO BE CUT AND CANNED SMOOTH,AS W- ; MTONG 631-]69-9099 ERNI, REO TOT CONNECTIONS FOR APPROPRIATE WATERING 1JI (MEETING SPEC.3733(TYPE I)CEOTEXTILES, M FINCOOOEBTLIRFNFT 3 CONTRACT SHALL VE%Y LOCATION WITH OYdR OF PLANTER. /9• �� {/ ' rNW.WIDOWSONSE.COM P.OR TO INSTALLATION. PROPOSED 2005 EDITION) 4. PRODUCT TO BE PRE..MANUFACTURED AM RONNE° �� ,/ � ON SHE. wa _ W I INLET PROTECTION WITH ROCK LOG ' 2)0 W I DUAL SIDED BOLLARD BIKE RACK •--• � f�: w..�.e 144)11 „I_p GALVANIZED FINISH -SURFACE MOUNT FEATURE-CONCRETE PLANTER Wellington NOTE: GALVANIZED NCH ETCHING- --SIGN LETTERING -'LETTERING PLATE AS Management HANDRAILS LOCATED ivi000 (Ton. I.• 6'-0"or e-o'---I a NMI��u�•RNaC ) REQUIRED POST CAP WI BOTH SIDES OF - -•�� = YP.alt AS REND --POST �_RNI ---._.(J.5 (b F.'ACII STAIRS. t�s�� :® ] oiohijJr s Inc. mEr n133 CL SS CRUSH rosT 1625 Energy Perk Drive,Suite VD n0SPEC 3138 CLASS S,IOOZ OX/SIEO A(.Y7ECAlE BASE ADA REQUIREMENTS I11111?! , d/ �/ I ;I APPROWEO SRCRApE *1m mlw=isme�..._ ItEfER TO GEOTEG00001 RE 0010 FOR AOOIMINAL RECAMFIl ALTS 'I q 4 OC ' - FOR PAVEMENT SECTIONS." NS f O,. DWL ' I r I I� Tm T Y O.C. MAX. STANDARD DUTY PAYMENT SRCTKRd 41i4i �I `I�I i - :. / TYP. OE o /'�/ `I - 6° COMPACTED 1 FOST 03 _ • T -i ACCRF.CATF, � OIA POST MOUNTED BE EITHER SURFACE Lyndale PG''T DIA. POST 7 (1R W CONCRETE. 'j` f,ai ,�E J.I." 8•-0"ER PER PLAN -� FOOTING.PER MANUFACTURE'S 1 04., Jsr# r ////% RECOMMENDATION Station �y�1 :;+ \�vq\\1\\N N.\ -.- I. NDIES ._, �/Ss \(/5 COAT. TYP WI it vGT ON RT.NOW. CONTRACTOR TO PROVIDE sHx 0r(AM90 To OTHER cars APMLOVAI nnD WLRw•A INCLUDE GATE AS s�y✓,��J�l Y(i� 0 i.CONIRACIOR TO PRONCE ATOP PER MAT T,5 TO CYTIR FOR APPROVAL. HELD M'HTY. 2.PROVIDE AM INSTALL 8PER MANIKACrWc'S RECtlIYEHUABGNS 5....."r,s:i'V;;t NAL-.149.+F r Y�.ODT TYPE MIME45035E WEATOHC COURSE 2.PROVIDE AND RESTATE AN C£RR M0 18 01 CONCRETE REE FOOTINGS DAiIgTS SEE ORNAMENTAL 1 FENCE LLMLAAI 0101-TUS 33ff rEN{X DETAIL POST ANCIIORNC TO BE 01 COHpS1E FOO -MY:AIAIN:IY-G9O.100 N(BADE Phase 2 • IM�DOT SPED 235]fATUMNOIIS TAG(COAT 3 SP.N.M.STANDARDS -MANUFACTURE.SPECRAI•CF APPROVED EQUAL #5 ® 72° O.C. 2 441000 TYPE 4YHW35015E BASE CO -11000 IEftERNC:AS 1Lw CRATED a4 AS DIRECTED DV OITIEK _COLOR:0000 BLACK -LETTERING SIGN MY:CALVAM2ED METAL,16•N UL WTI LETTERING MATE -TENCE HETIU:36' MAX. TYP. EACH 8"YMOT SPEC-3138 CLASS 5.100X CRUSHED AGGREGATE BASE -NAN:A.700E:CUSTOM POST SPAC05 72'(6'O' )).CH'AS REWIRED WAY --APPROVED SLIBGTME -COLOR:GA VAWLED TEETERS BLACK 9ACNCRWIA MD ACCESSORIES -POSE:2.5'Y7.5•.O.OIS'(OKCX)SQUARE YAM CAP,PLUMB. Richfield, Minnesota FENCE 2000T HEIGHT:96' -ENO POST:4 5"1010 5•(IT C CET CAP,1010 1�Ll.LL11el Mines t a -POST SPACING:96"NE-D•O.C),OR PER PL/5.1 -POST MCORP SURFACE M CONCRETE FOOTING REFER TO(OlEG80CAL REPORT FOR MOTIONAL REQUIREMENTS -EMJ POST:4'n4'.0.T75•(1TXIT)MM CAP,MWIB -POST Hbdl MATE:VRVVO.TS•(IINCF.)WELDED TO POST.'NTH FOUR HOLES TOR FUR PAVEMENT SEC710NS -POST MCORP SURIACENN CONCRETE FCOTWC)OR Ca EXCEIC FOOTING ANCHORING. SEE PLAN -POST MOM MATE:SEE ORNAMENTAL FENCE DETAIL -RAILS:1.5•HNa 0. ) ( ) K 0911'[TICK %1•WTiE 0.065•PECK)U-CHANNEL !WAVY DUTY PA SBCTI ON -RA..E SEE ORNAMENTAL L FEN DF.TAT -PMXEIS 0.75•%0.75•%O.CSD•TpCX SQUARE TIRE,M.UMT T]J�T u�w"�ava� -PKS(I:IS SEE ORNAMENTAL FEAR DETAIL STANG GATE:4YNNi TO FENCE.SELF CI..,SELF LATCHING K APPLICABLE. -LIGHT.:TO BE DOWTCAST ARO ATTACHED 10 FENCE. MONDE UGIrao PRODUCT AND -MISCELLANEOUS ITAILS 10 ADJUST TO GRAIN:TAM MITE IS PLIBID(RACIKN:) TICAN IC-FOR APPROVAL BLACK FIN.I. CONCRETE STAIR DETAIL - PAVEMENT SECTIONS wnn7m UST 03/51/10 �r�w°` Site Details •T...�r I 919 l CORNER SIGN ON ORNAMENTAL FENCE I 9300E I ORNAMENTAL FENCE 1 980-14 Call 48 Hours before digging: GOPHER STATE ONE CALL OR. 10/2B/11 - Twin City Area 651-454-0002 Sheet C12 Mn.Toll Free 1-800-252-1166 20111102.04O11o3.do9 i i I MI L , , 1� I f,, 14 1 - - � wIQ11* � ��F '...„.. , a, ,, , .. I t„. . . 3 � 'S T Co11a�e , . • _..�. _ ,.. .. tea„ tii 4.4 .. www.collagearch.com 6 r • F - - _ WELLINGTON 1.E' _ }1..t MANAGEMENT i .:. 4, . _ _ _ . . , 1 . �� 1 , ,, , ,.. rt , _1 _ _ 7 a^b a/ep�' Li. j / 3 LYNDALE STATION- I • PHASE II 4 — LYNDALE AVE.S 66TH ST, j RICHFIELD MN PERSPECTIVE OF TRASH ENCLOSURE, DRIVE-I HRU&BUILDING DIAGRAM OF PERSPECTIVE LOCATIONS Poteag 5c0 hitects 7 - Pete Keely 705 Raymond Avenue,Suite#200 I NOTE THESE VIEWS ARE REPRESENTATIONAL ONLY AND ARE NOT INTENDED FOR ANY PURPOSE THAT IS BINDING.ADDITIONALLY,THESE VIEWS DO NOT ACCURATELY REFLECT EXTERIOR MATERIAL.LIGHTING.SITE ELEMENTS.GRADE.PLANTINGS.ETC:AND INSTEAD SHOULD BE CONSIDERED ONLY FOR THEIR DIAGRAMMATIC PURPOSE. St.Paul,Minnesota 55114 THE VIEWS BELOW DEMONSTRATE THE VISIBILITY OF ROOFTOP MECHANICAL UNITS FROM ADJACENT PROPERTIES.SEE ROOF PLAN FOR LOCATIONS OF ROOF TOP UNITS-ASSUMED 10 TON UNITS WITH DIMENSIONS OF 89°Lx53'Wx4TH.IT SHOULD BE NOTED THAT IF THESE UNITS ARE NOT VISIBLE ON THE LEVATION DRAWINGS(SHEETS A200).THEN BY VISUAL EQUIVALENCY,THEY ARE NOT VISIBLE FROM EYE LEVEL(5'6')AT GRADE FROM ANY POINT. BKBM Engineers C Chris Plessel 5930 Brooklyn Boulevard iMinneapolis,MN 55429 Westwood Professional Services Paul Schroeder 7699 Anagram Drive Eden Prairie,MN 55344-7310 - i I I - —' sil SAM III ■IHH r - '# itl ilit t!p 1 t DATE: 06.30.2014 I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY VIEW FROM SOUTH ADJACENT VIEW FROM SOUTHWEST ADJACENT UCENSED ARCHITECT UNDER THE LAWS OF THE VIE1 FROM INTERIOR LOT LINE,EAST PROPERTY ( \ PROPERTY _ STATE OF MINNESOTA. (6-}- - LINE,EAST PROPERTY `4 1 PROPERTY-- \5 PETER KEELY,REG.NO.:23570 DATE: 06.30.2014 PLANNING &ZONING APPLICATION REVISIONS: —ND:. DATE_ 1 BEECRIPRON I I i 111111 Iiln uw I 0'1 i{ 0110 !_r �� II,I f I i lill _ PROJECT NO 1.0011 ._ vim; 3F� _rxc�:. -. _DRAWN BY: Author CHICO BY: Cluck., eN9.R7RlE RENDERED VIEWS '; VIEW FROM WEST ADJACENT PROPERTY, , VIEW FROM WEST ADJACENT PROPERTY, j3) SOUTH /2) NORTH ('1') VIEW FROM NORTH,LYNDALE AVENUE l l J % ■ G100 GENERAL PLAN NOTES • I.ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF EXTERIOR SHEATHING OR CONCRETE BLOCK AT UNLESS NOT DOTHERWISE,S E PARTITION SCHEDULE FOR ACTUUALPARTHION SW WHERE CLEAR DIMENSIONS NOTED.THESE MUST BE MA/WANED. 2.ALL PLAN DIMENSIONS AT WINDOWS ARE TO THE ROUGH OPENING,UNLESS OTHERWISE ill NOTED.VERIFY ALL WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER 3.W DIMENSIONAL DISCREPANCIES OCCUR,NOFITY THE ARCHITECT IMMEDIATELY. r 1. "- 4.VERYIFY SLAB EDGE LOCATIONS,BRICK AND MASONRY FACE WITH ARCHITECTURAL AND STRUCTURAL DETAILS.5. Ccmiinge WINDOW SIZES ARE BASED ON A GENERIC MODULAR AND MUST BE ADAPTED TO ACTUAL MANUFACTURER SIZES. r Ia h I t e o t s 8-SEE STRUCTURAL PLANS FOR BEAM,JOIST,HEADER LOCATIONS AND SIZING. 7.SEE SHEET T100 FOR WALL FIRE RATINGS AND LOCATIONS.THIS INCLUDES ALL --- PENETRATIONS THROUGH THESE ASSEMBLIES. www.collagearch.com 8.PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES. A.AFDO TER NOT INSTALL INTERIOR VAPOR BARRIER OR INTERIOR GYPSUM SHEATHING UNTIL O© \ /—\` o A, ." AFTEROT INST LLI IMPROVEMENT VPLON. J l(C / v 10.PROVIDE WOOD BLOCKING BEHIND ALL WALL HUNG CASEWORK,MILLWORK,SHELVING,AND (J FIXTURES AS NECESSARY BASED ON MANUFACTURERS RECOMMENDATIONS_ I1.GENERAL CONTRACTOR TO VERIFY WITH MECHANICAL SUBCONTRACTORS AS TO I I I I LOCATIONS FOR EQUIPMENT,DUCTWORK,ETC.NOTIFY ARClaTEC70F ANY NECESSARY I ' WELLINGTON CHANGES. 1,�, ( Q 12.SEE 6.188 FOR ALL WALL TYPES AND ASSEMBLIES. _ MANAGEMENT 13.NOT IN CONTRACT INDICATED BY BY DASHED LINE 4•-B•I 99.-o. '8' if - I —I30,0' -- I �F/g.91? I 29-1• K-IZ 14 Ur 18•q• y I I 1 Y I I I I I T I � SOFF®`� �. .,s, O�1 Y,,,`y,SOFFITS 7 70.— I� yf.; O KEYNOTE LEGEND -- —- n_-- _ ___N. _. --- -��I Y :1.'—__ �1/ talus Text `-:./ i I-- - �_J Key //��\ -- O-- w ;V�, - - -- - O84r6 C.J.-.L.r._ I--- --.T4eer4• .._.�_. # — - I ---- �.. A FOUNDATION WALL.SEE STRUCTURAL FOR SIZING AND DIMENSIONS \•n/ ; A I _ _ M FLOOR TO BE CLEANABLE SURFACE,AS REQUIRED BY CITY OF RICHFIELD 1I®® __ H - --- - _ '7 I� ' b B FF WALL FOOTING BELOW,SEE STRUCTURAL FOR SONG AND 1„'� - ._ --_ u_— -�Y° .°"1°• ----t---_ _ ____� DIMENSIONS C - 8TRtICTURALSTOOP.SEE SmucTUfw.FOR SIZING AND WAULOCATIONS I I rt �air4• I I - f- �� - ----..-- - — 1.1 LYNDALE STATION- D CONCRETE PERtINDERSTRUCTIXNAI.8TEELCOLUMNa3ovE,SEE PHASE 11 GROW UR E FORSIZINOANDDILENARCHI ,© i I I • I II'O� E GREAB&LNE&TRAP.SEE GARLAND ARCFITECTURA1.SITE PLAN FOR LYNDALE AVE.8 66TH ST, LOCATION § I 1 �� IN F NCOMING COMBINED WATER SERVICE(FIRE SERVICE i DOSE3TIC WATER) k I I I ,I C:J- o OUTDOING SANTARY SERVICE Ij I RICHFIELD MN N DRIVE TTNU FOUNDATION,BEE STRUCTURAL FOR SUING AND LOCATION 041 I I O I —..__... J _ROOF DRAIN ci ( V I I I� K FLOOR DRAM - 424 tla• I I Pe I architects L FIRE ALARM SYSTEM PER NFPA72 I 1 I I p IReay M HOSE BNB 11 4 r-z 1r2' I I m ' 651.4720050 N HRE HOSE CONNECTION PER MN 1348.308 I , 1 705 Raymond Avenue,Suit 9200 o FREFIOSECOIYECTION A: I I St Pahl,Minnesota 55114 P FIREANaNDIATORPANBI I a I D INOX BOX LOCATION I Y R NSTALLEOVUOIL AFTER TENArfPLAN LAVEROFGYPSUMBOARD NOT + - -�-�- - 'id 1 _ - -__ _CJ. _ _`_��_ _I I I C.J. II Engineers S NONAGE U CANOPY I �� , 593o Brooklyn Boubvard T EXHAUST I I I �I Minneapolis,MN 55126 -Y BUIDNOAGGRESSNUJBERIN; �, �'DRIVE-TNTU TENANT N1 �I ‘z.:-. WI I TENANT#4 WaNwoodPfokssionalSorvius W MECHANICAL SCREENING ON ALL VISIBLE EQUIPMENT •V r• .1 WINDOW l I I I 2 0A200-A Paul Schroeder Y OVERHEAD GREASE SUPPLY AND DISPOSAL SYSTEM.LINE PROVIDED TO -,._ 00CR CONTROL WITH SCRUBBER MECHANICAL UNIT FOR RESTAURANT I ( 1 4 Eden Prairie,MN 55344.7310 TENANT.AS REQUIRED War(OF RICHFIELD O SLAB ON GRADE 4' I R �84T4'F.F,E. O I 84T$',y Zr 8%0MI• Q I --- ---- ? �-•I + 1 p ;woo © I°-� � _ -TiA �� .1',.. C1 - 11 C.J. I - iT C.O. ',_':._.4. 0 I I ter$ 3 l _ I �' DATE: 06.30.2014 • ® - —- - - _ - 1 -__,p, OR REP HEREBY CERAFY THAT THIS PLAN SPECIFICATION R **"......I. ^ _-7®- -- -I - l- `C9” -�-_ --- - --3..� OR REPORT WAS PREPARED BY ME OR UNDER MY IELEGrteDa-a DIRECT SUPERVISION AND THAT I AM A DULY I~`� .y 1 S2,Ir� ODNrRaaooM I L,�4- ear4O STATE DM SOT�iLUNDERTHEUwsoFTNE O A302 ` . 0 y'jl O O\1j - -- _ I It/ I --- ---- ,19D, 4 - - - I� c. I I PETER KEELY.RED.Ra:23570 ■ -5�—� v1 .,- GJ_ 3!� -�F '-�l--------- - ----------- -- - k11 c1 - - - —�- ---- - O DATE: _ 01,30.2014 L. m O �� I.y 000 .V, +,1.41N, ounIFE OF PARAPET ABOVE ------ I I O ¢ PLANNING&ZONING 5 -� - 1 H — - - - S2 I 1 _TEAT V--�� - ' APPLICATION C�- N I �" O! - - - - 1 I I I I i I - - -___------------ • ' ' 1 PROJECT NO: 11 en -- JI 1 DRAWN BY: MINK. E `D) CJ ® SHEET DI — — IC `` FIRST LEVEL (1)- FIRST LEVEL A101 GENERAL PLAN NOTES .,. 1.ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF EXTERIOR SHEATHING OR CONCRETE BLOCK AT EXTERIOR WALLS AND CENTERLINE OF WALL ASSEMBLY AT INTERIOR WALLS, 11,E UNLESS NOTED OTHERWISE,SEE PARTITION SCHEDULE FOR ACTUAL PARTITIONS.WHERE CLEAR DIMENSIONS NOTED.THESE MUST BE MAINTAINED. i` 2.ALL PL DIMENSIONS AT WINDOWS E TO THE ROUGH OPENING.UNLESS OTHERWISE _ I PLAN M NOTED.VERIFY ALL WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER -,__ _ 3.IF DIMENSIONAL DISCREPANCIES OCCUR,NOFITY THE ARCHITECT IMMEDIATELY. Co E e 4.VERYIFY SLAB EDGE LOCATIONS,BRICK AND MASONRY FACE WITH ARCHITECTURAL AM a r o h I t•1z t■ STRUCTURAL DETARS. 5.WINDOW SIZES ARE BASED ON A GENERIC MODULAR AND MUST BE ADAPTED TO ACTUAL MANUFACTURER SIZES. 6.SEE STRUCTURAL PLANS FOR BEAM,JOIST.HEADER LOCATIONS AND SIZING. WWW.CQll earch.COm 7.SEE SHEET TI00 FOR WALL FIRE RATINGS AND LOCATIONS.THIS INCLUDES ALL PENETRATIONS THROUGH THESE ASSEMBLIES. 8.PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES. //�� /// /// .9.DO NOT I73TALL INTERIOR VAPOR BARRIER OR INTERIOR GYPSUM SHEATHING ANTR ©© £ 3J )AFTER TENAM IMPROVEMEM PLAR. \T_�10.PROVIDE WOOD BLOdONG BEHINDALL WALL HUNG CASEWORK,MIU-WORK,SHELVING,AND FIXTURES AS NECESSARY BASEDON MANUFACTURER'S RECOMMENDATIONS. i1.GENERAL CONTRACTOR TO VERIFY WITH MECHIANICAL SUBCONTRACTOR SAS TO a I v 3 I WELLINGTON I I 1 I �01 LOCATIONS FOR EQUIPMENT.DUCTWORK ETC.NOTIFY ARCHITECT OF ANY NECESSARY MANAGEMENT CHANGES. 12.SEE 0-tOO FOR ALL WALL TYPES AND ASSEMBLIES. I 13.NOT IN CONTRACT INDICATED BY BY DASHED LINE I �y -_ 28''B 1/C-__-- try � - 1'.2110 7.87? 7=8" I I I Os I O I I H . _ . .: ,.,• __ ._ 1 1 O KEYNOTE LEGEND — \� — - — = _ — __ ._ -�_ I 4 — 1 � . r Key WIN___ I(e Ade Tau - 'v I 1 1 i 1 @1?,r , i `► �, A FOUNDATION WALL,SEE STRUCTURAL FOR SIZING AND DIMENSIONS ® : M FLOOR TO BE CLEANABLE SURFACE,AS REQUIRED BY CITY OF RICHFIELD 0 I... 1'.21YC O i + 1'•21, 8 FDMMNl31S WALL FOOTING BELOW.SEE 8TRUCTURAL FOR SIZING AND _ ._ ____.- - _____ _ _ _ -.�__-_ __ _ --__ _ _ __- ' .— _ - -- - ; ._- - ._ - _._ 1 11B I -- 1 1 LYNDAIE STATION- C STRUCTURAL STOOP,SEE STRUCTURAL FOR SIZING AND WALL LOCATONS - PARAPET ELEVATONHEIGHTS I J I i PHASE II O CONCRETE PIER UNDER STRUCTURAL STEEL COLUMN ABOVE.SEE ARE MEASURED FROM FIRST STRUCTURAL FOR SIZING AND DIMENSIONS I FLOOR ELEVATION IOW) I I LYNDALE AVE.& 8T, E GREA8E.LINE&TRAP,SEE CIVIL AND ARCHITECTURAL SITE PLAN FOR - LOCATION B ( 21'-0" QINCOGIAII`COMBINEDWAATTEERSERVICE(FIRE SERVICES DOMESTIC WATER) 1 1 S I b x� I b I' I _-____-._-___ N 7NRU SANITARY AT10N,SEE STRUCTURAL FOR SOHO AND LOCATION (\/ 2� 2 K J FLOOR ORNN 1-A 2 ,(�,I I ? \�-� 21'-0• •�1r STS L E�� I Collage architects I. FIRE MARIA SYSTEM,PER NFPA 72 RCN--'I �4��-_� I I I Pete Neely N LADDER&ROOF HATCH,PER MN 1346.308 I 1F I I ( ' I - , 705RayiMlnnAYMUI,SuHe0200 O FIRE HOSE CONNECTON ' iD INSULATION St Paul,Minnesota 55114 O FIRE ANNINifxATOR PANEL — O IOIOX BOX LOCATION 0 _ ----- - _ .I I I FLOW- - --- I _-_ BKBME R INTERIOR VAPOR BARRIER OR MEROR LAVER OF GYPSUM BO�ARDNOT & - -__-- U -. _� --( [ Chrlt Pleffel 13RC/r — N I I I § �f INSTALLED IINTa.AFTER TENANT PLAN _ ••--_- --__----.___. !) �.-- _ A802 ROOF M ONE CONTINUOUS--. --..-_-L _ 5930 8( Boulevard 8 NONAGE CROFT SURFACE,PARAPETS HEW I- -- °11E, U CANOPY VENTS I ABOVE WITH POSTS -- --- I----- ._ CRICKET ( Minneapolis,MN 55129 V BUILOWOADDRESS NUMBERING 8 ,�!-----__ ___ - --___.... ® Weelw000ed.r Professional Servkes W MECHANICAL SCREENING ON ALL VISIBLE EQUIPMENT 0 --.. 2 Paul Schroeder Y OVOV GREASE SUPPLY AND DISPOSAL SYSTEM,UNE PROVIDEOTO _ I C ----- b I MECHANICAL AREA ---� I 7699 Anagram kla,MN 65 n Eden Prairie,MN 55311.7310 2 ODOR CONTROL WITH SCRUBBER MECHANICAL UNIT FOR RESTAURANT I 1 �i I 5'NIGM PARAPET WALL/ ANY MECHANICAL UNITS VISIBLE I i TENANT,AS REQUIRED BY CRY OF RICHFIELD 1'-2172' . ��//"" MECHANICAL SCREENING FROM ADJACENT PROPERTY LINE I I •-, 1 T •( --ST E ') TOPOE TQ.BESCREENEO ✓ .�- _-.� I I I \Y! W I I I ---- -------- -�,r- ARNATE I O O. -- I O- O' a 21'-0., HANICALA I l O V l 1 I I I z O g _-- _ -- -- --- _N - - ELEVATION V EWS -- _I -4. Il _ \ 3 — I I I TAKF_NWI WITH LL DATE: OiaoPw� M I I I I I I HEREBY CERTIFY THAT THB PLAN SPECIFICATION 3.1 — - - — - - - -- - _ _ I I ---- TO VERIFY VISIBILITY -- - -- -- - 3.1 OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AN A DULY itll I OB R L J 11( /� LICENSED ARCHITECT UNDER THE LAWS OF THE I 1,2 XX za-71rr Q��r S•2• n1,2 V? I -��_Q-- I - - �? STATE OFMINNESOTA. • l�////4•\\J ©-- _ I I Vfr I I 21,0"� I 9r ITIr-O' g ♦ I PETERKEELY.REO.NO.2u70 4 I i - - - — I - - - I - -�- - - - - - - - -i_-y�T \ - ( Q DATE: 06.301011 t �/ PLANNING&ZONING o I I ...:.1 I I FT APPLICATION © - - - - - 1 i - - - - I - - . 5- i I - -- - REVISIONS: CANOPY BELOW y U J - - ----. NO. DATE I I 1.21/0 ,2'A 1/t � _-_--_-__-I '�-IY-0' - ..--t y g� I ___ ___- _-._..-- I _-_-_-__ I 1 I ___________ _ --- PRO I I I I I I MUM* 14)11 --- --- / DRAWN BY: Mbar F E �D) C.1 (A90, �) (-IL) SHEET TRO char v ROOF PLAN O_ROOF PLAN A102 , ---__---_-.._--- - ___ ___ _ M4 __ <0.2 GENERAL ELEVATION NOTES I.ALL MATERIALS AT FACE TO RETURN AT CORNER.TERMINATE MATERIALS AT INSIDE f ■■■■■■■■ CORNERS.UNLESS NOTED OTHERWISE. 'I 2.ALL PLAN DIMENSIONS AT WINDOWS ARE TO THE CENTERLINE.UNLESS OTHERWISE —CB-I. — � -CD 11PI —� —� __ '�j NOTED.VERIFY ALL WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER. L.e.s....:�'. --L?7 -'-'CJ --ED —(11 --.a{ -1 l--al 3.IF DIMENSIONAL DISCREPANCIES OCCUR,NOFITY THE ARCHITECT IMMEDIATELY. 4.WINDOW SIZES ARE BASED ON A GENERIC MODULAR AND MUST BE ADAPTED TO 0 P m 9 e ACTUAL MANUFACTURER SIZES. ��ffff1J b,SEE STRUCTURAL PLANS FOR BEAM.JOIST,HEADER LOCATIONS AND SIZING. • o h 16•a e■ 6.LOCATE ALL E)RERKIR VENTS,WHERE POS818LE,TO RECESSED PORTIONS OF THE SUILDINO FACADE.NOTIFY ARCHITECT OF ANY NECESSAR Es.sED S. —.____,S71SfW collag881'Ch.COm---- _ _ TO—..-� -_- __..- --- T.O.:TOWER NT DUCTWORK ETC NOTIFYARCHI ARCHITECT OF ANY _ LOCATIONS FOR EDUIPME TO VERIFY WITH MECHANICAL SUBCONTRACTORS AS - NECESSARY C. - -- - - -- - - - - - - MATERIAL r- - ---- -- - - - T.O.TALL C.; k ! I vales -_ � _-.- - _ _. -_ FACE BRK2(-COLOR IBD __ - f SHORT _ FA:-:74-- 4- --PARAPET At 2 DGMPOenEPANEL-cast -- --- --- - - '-- -r2 T 'r`�B - '-,_ ` f T`. l - - N :. _.! ,8'-O' 3 COMPOSITE PANEL-COLOR - — - 1+11--'.1. TI '1 {� S_1'111177- W I _T.O_8TRUCTURE ,---ALUMINU,STOREFRONT 'B° - WELLINGTON -� 18 N 8 METAL CAliE1.•CaOR1p MANAGEMENT ....r....mw....x. - ` IIIDDr�` ��j _ "` r`-�� t rr r 4 - - - -- -B.O_ - 14.STRUCTURE a1 - - --- z �1 1"fIt'� r1 I ,4'-0"7I ; METAL DM FU18tIN0>!, -- i �} b -- '�' 4e4-.1-11.4.-:f - I 1 •I 1 ,I is METALCAPFLASraNOez --_ r � �} `T., -� ' 8 SPECA.TYMETAL PANEL-COLOR'MD Illirdl .I ', `;[`ti '-T } s 8 ' _ I 9-ANAL CANOPY TO NAT ' ■ �..�`,� ABW ,B NOT USED-MECHANICAL LOUVER-COLOR CHAD&MATERIAL ---------� I'----i�` r-r'�{ _ �1, -,�4, i ` 12 ILLUMINATED SKINAGE-DESIGN TBD ', '4`- +��, `--_.- - '`i:, .z-, '1 `-- 12 BUS SHELTER SYSTEM•PREFORMED METAL FRAME MATH I; ,� -'� 4 }'�'.-�` }.S METAL-RE8is1'ANr GLASS �',�-s _ r 4 _4,� �� • ,3 METAL ROOF DECK CANOPY - fi: S k THIS FACE NOT CANOPY,---- ��/ ri S �` 14 BUILDING LIGHT - <i METAL PANELTOMATCH '� _ i lii CANOPY AT WEST FACADE O II� O f"'�`i: 15 -ORIVE7HRU WINDOW "COLORa812E 78D -" ' ' •i, �` ▪ �- ,�, i. `` -. `� � •T: � _,8 GROWING WALL CASTES _^— 1 • f _ ▪ - �, - 4` ''i'r Sri - `' �.�' : 18'GALVANIZED STEEL SCUPPER °--'-- :;_-.=?-,- FIRSTLEVEL z1 � I I II--�I I I-III-1[1:11r11-1.-I 11-- I l I II: III .111=111 -:)1: I� I IT-7F_ 1 111 II hi iii ,l 111 -111 - H': III I is !1- l r l i 1_-1► 1; --1�- 1 -_ 0-71- LYNDALE STATION L I I I TION III :111 III _III 111 i l l III -l I 1 111: 111 -:III: III_ III: Ili -II' !I! 'I I " II.' I I; III Ili III 111--III Q KEYNOTE raiMN PHASE II 111 a1-1 111--111 111 i -1111:". 111 111= III �Il ILI- 11i ti.L III I.U= II 111 -111 :. _- _ I' -11.1.j11-111.__11_1_ _ _ wYY.�» K.„�HFOR ":1"111-111---.11r 1W i 1 i l I I I 1 1 1 :I I l -I I I l i t I l l:, All I 1 I l l;I l l l Ill:"I i 1 11:::111.::::-.111-.--I_111-=111 I i . _.__ �I I: T.O.FOOTING_�1 A FOUNDATION WALL 8ff STRUCTURAL FOR SLUNG DIMENSIONS L v YNDALE AVE.a 88TH ST I I I__.I I( 1 1 1 1I I „i I I_- i(I 1117--111-- III I l I ii l- D' AA FLOOR TO BE CLEANABLE SURFACE ASREOLIREDBYCITYOFRICHFIELD RICHFIELD MN 1111-. III ..111- III 111: III-._-11-1 I 1111 I III i i :'I - II_.:1.1.1--111 . :: !-_i I I-__111 -111-_-111____ELL-II -.-. B FOUNDATION WALL.FOOTWO BELOW,BEE STRUCTURAL FOR 81bNG AND _______1_____111..._ III_ III III I! III 111 111 !II -III ilk_ I.I ll lil LII-:=111. III._-111 I I i 1 1 III I I_I_ H t STRUCTURAL III--1(I-:--1 1 I-:.II! I I% (. :i t - III IIi-..IIi I 111::-.I I I -..-E1-1 111-=111 111 I I.I C CIA.87o0P,RSTRU TUBA STEEL COWAN VESEE LOCATIONS • l l .(I(=-III I I�ilk' I��l i ll l lIII-1111-::=111.' I11 11' �''', +I I I I I_.l it l ll III-- l Nil :Ill- Iii ::III III ==11 I-I I-_-f 1I-III_I l i__..I I I-114111.1: 11 D CONCRETE TRUCTURALFOR NZINOAN,GT„RALBTEEL�DLIIANABDYE.BEE l ,.. III I, I: I:: ' 11iI--.III- II' III -=III _III--I11 III- Ill:-=-IIi III -111 III HI --GREASE�ALFOR P,SEENDLArioADNB Cottage lr SOUTH E GREASE1aNEaTRAP,s18zGVLLAIDARCWTECTURALBITEPLANFOR - PeteK720050 LOCATION Z ORC-,••D -- F WA (FOE SERVICE aDOME8TICWATER) 705 Raymond Avenue,SufbNl200 - - St Paul,Minnesota 85114 --. H• DRIVE THRU FOUNDATION,BEE 87RUCNRAI.FOR SONG AND LOCATION J ROOF DRAW K FLOOR DRAW BKBMErpIlHers L FIREALARM SY8TEA PER NFPA72 - 5930 A300 • -_M HOSE BOB 5930 •MN654vard N LADDER 8 ROOF HATCH,PER IN 1318.306 Mhmeapo8s,MN 55129 O FINE 1108E CONNECTION P FIRE ANNUNCIATOR PANEL Westwood Profess ona1 Services Q 104OX80X LOCATION Paul Schroeder R—INTERIOR VAPOR BARR ER OR INTERIOR UYER OF GYPSUM BOARD NOT 7699 Anagram-� -._I11I -© --1=.1 -Q --© -LT1 B UNTIL AFTER TENANT PLAN Eden Pr Drive 5344.7310 -'al -14] H-?-I ,_ii - T EXLASTYENT8 U CANOPY V-BUILDNGADDRESS MI/BERING W MECWVE,N-SCREENING ON ALL VISIBLE EQUIPMENT Y OVERHEAD GREASE SUPPLY AND DISPOSAL SYSTEM,LINE PROVIDED TO RESTUARANT'IDANT 2 ODOR CONTROL WITH SCRUBBER MECHANICAL ICAL UNIT FOR RESTAURANT _ TENANT,AS REQUIRED SY an'OF RICHFIELD . l I EQ l 1 'I I - -'— __ __ _. - I ,� i - -- - -- - -- _ — _ T.O.TOWEEI EO V - + i____41 — T.O.TALL I _ - . _ _ _ II \ R A nnc y -- - — PAR21-0' DATE: 301014 1 I �i I . �'itl:I)I u I L 1a 1, Ir-�1 b o 1 r �. + It �L rn[ _ _ - - O L n�, v� T.O.SHORT HEREBY — t f--+- - I J • - - -- _ T P OR REPORT P B NE OR U MY 1 API `l AS PRE BAD Y NDt)14114.144111151 i-- - l \l C U TIAMADULY —_ - — DIRECT SUPERVISION — — _ _ - --T.O.T-O.STRUCTURE LK ARCHITECT UNDER THE LAWS OF THE 1 I ro• - STATE OF MINNESOTA. 18'O' — — 8,0.STRUCTURE uer.u.umu .....wr.xmswun 14'•0' (11- .n PETER KEELY,RED.NO.:23570 DATE: 00.30.2014 A r i • \ I Y© Q _ -_— - �� I I — — PLANNING&ZONING APPLICATION ' I 'I O ' 1. ; SIONB:re oEscarnor4 O I1 till l I!p.'_I II I I I it III 1 I' FIRS_TLEVE- L -- ---- - 1 / !t'� / I III !• PROJECT 183 14JN 17.0.FOOTING -4 '-0' MARRS& Armor" aemBw rrl • Dl .r• SHEET TOE _ •WEST ELEVATIONS ” 1 3n8'-r-o- .1. ------- - a A200 leMATERIAL INDEX " Key =' Value Keynote Text FACE BRICK-COLORTBD • 1 ! I 2 COMPOSITE PANEL-COLOR TBD i CO"B 9 B 191 - (2) 14.! -i17j - [ —�51 — 11 ' f 2.1 11.1 ,21� - r11 —{61 - 21.1 --U -n 3 COMPOSITE PANEL SOFFIT-COLOR TBD !.,„il 1 I in in a 4 ALUMINUM STOREFRONT /architects 5 METAL PANEL-COLOR TBD 6 METAL CAP FLASHING RI 7 METAL CAP FLASHING#2 8 SPECIALTY METAL PANEL-COLOR TBD vvww.collagearch.com 9 METAL CANOPY 10 NOT USED-MECHANICAL LOUVER-COLOR TO MATCH ADJ.MATERIAL 11 VANDAL-RESISTANT TBD ." 12 BUS SHELTER SYSTEM-PREFINISHED METAL FRAME WITH VANDAL-RESISTANT GLASS 13 METAL ROOF DECK CANOPY 14 BUILDING LIGHT FIXTURE-COLOR&SIZETBD 16 DRIVE-THRU WINDOW TENANT 16 GROWING WALL CABLES : #5 _ 17 PREFINISHED METAL SCUPPER 79 GALVANIZED STEEL 21 EXPANSION JOIST- COLOR D WELLINGTON M A N A G E M E N T TENANT #4 6545 II= LYNDALE STATION- I PHASE II LYNDALE AVE.&66TH ST, RICHFIELD MN Collage!architects Pete Keely 651.472.0050 705 Raymond Avenue,Suite#200 St.Paul,Minnesota 55114 SOUTH ELEVATION-COLORED BKBM Engineers ' 2 f 316•=r-o• Chris Plessel 5930 Brooklyn Boulevard Minneapolis,MN 55429 . Westwood Professional Services Paul Schroeder 7699 Anagram Drive Eden Prairie,MN 553447310 18 1 1,1 1 15! 11 ---[.+_.I ---1§11 -Pi l -:+.. DATE: 06.30.2014 I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY TENANT #1 = TENANT#2 - i 5 DIRECT SUPERVISION AND THAT I AM A DULY ! _ LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PETER KEELY,REG.NO.:23570 DATE: 06.302014 44_ PLANNING 8r.ZONING APPLICATION !REVISIONS: .- ' N0. DATE DESCRIPTION / 07115/11 PIA.REV.t i A, e ,. l , 'k IRIDJECrNO: 14 11/1 . DRAWN BY Mew • G' 1 CHK'D BY: Chakur MEET TITLE COLORED WEST ELEVATION-COLORED ELEVATIONS ( 7 � - -- -- - . MT I A200-A A I _ <A]0) (A.' <1) < GENERAL ELEVATION NOTES 1.ALL MATERIALS S AT FACE TO RETURN AT CORNER.TERMINATE MATERIALS AT INSIDE - CORNERS,UNLESS NOTED OTHERWISE. 2.ALL PLAN DIMENSIONS AT WINDOWS ARE TO THE CENTERLRIE,UNLESS OTHERWISE '-'-�-- NOTED.VERIFY ALL WIDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER. __.rn .-.{.4..i --- 111 ._{� - _!21 .- -._�I-_._.��/{ --1 i I ..__». -� �� .__{-g'{-� __r� 3.IF gMENS10lNL DISCREPANCIES OCCUR,NOFITY THE ARCHITECT IMMEOIATELV. 4.WINDOW SIZES ARE BASED ON A GENERIC MODULO AND MUST BE ADAPTED TO •'o h I tf•0 E a ACTUAL MANUFACTURER SIZES. S.SEE STRUCTURAL PLANS FOR BEAM.JOIST,HEADER LOCATIONS AND SRNO. ff—Op -- 8.LOCATE Al EXTERIOR VENTS,WHEPE POSSIBLE,TO RECESSED PORTIONS OF THE www•4:oilagea!rch.coln BUILDING FACADE.NOTIFY ARCHITECTOF ANYNECESSARY CH TOES. _._ _....._- _ - — - — _ —_- - .____-. --_ - -- _ _- _ _ _ ._.....___ ._ _._ f I - -_, - _—.__ ____.__ - --__-. _. _- _. --_ -._ _— EQUPMENT,DUCTWORK,E7C.CNOTF'1'MCFa ECT __.TO___ 7.GENERAL CONTRACTOR TORS AS 1 T.O.TOWERssueYCirwGEts _ I T.O.TALL MATERIAL INDEX — -— - _-_� _ — _ _ r - PARAPET — -- I ! I — j A T.O.SHORT 1 Value FACEBRICIL-COLORi80 Tel WELLINGTON J. tv 1 - L -- - - O - - - —P 3 COMPOSITE PANEL SOFFIT 180 ---- -.`" ; 'z�" �•,r` � ;'� i- -- _ -- _ _- —_ - "',:._ -1-4 T.O_STRUACRTUURE -4 ALUMINUM STOREFRONT '8D M A N A G E M E N T - - ii- 3 I T ® ole t— - 3J F I – _A*q'I _ � -I- I i I � ,8'•Q"V 6 METAL PANEL-OOLORTBD _L_ LL E { 4 - - -— w 1 --. _ - _i •• -B.O.STRUCTURE N I METAL CAP FLASHING IT --- - "'—r -4-. .' r---•._ . -"-'T - 7 METAL CAP FLASHING 82 IT ' 14'0" 1 E EQ iEQ .. _. .... --- !i I I I I I I .'-1 • i - =-. - - 8 METAL CANIOPPY PANEI_DOLOR TOO ,,. y X t I 1 .`-''-,, I I I; 10 NOT USED•LECFiA18(JLL LOUVER-COLOR TOMATCH ADJ.MATEWAL 44-.-i I I ' 11 ILLUMINATED SIGNAGE-DESIGN T80 •'-.- 12 BUS SHELTER SYSTEM-PREFINNHED METAL FRAME WITH i --_ f ��, ; • f . 1 - { - -VANDAL-RESISTANT GLASS -------„- • 7 r C I I ' n - ▪ i I 11 I I ,a _METAL ROOF DECK CANOPY .,-11-11 r _=1 c'! 1 I j / 18—._BLRLDIxLLwHTFixTURE-caoN&$IZETOD "?x O `' ,' : z.• „,/' I \�, I __- _18 GROWING WALL CABLES �' t- i Y } .4 1 ��-- I I 52 4 '' 4.:-..1.11-1,-4'„-$_-..;.q' \ f O 17 PREFWLSFED METH.SCUPPER `S_ , 18 —GALVANIZED STEEL ;l k=a _ I x, EXPANSION JOIST-COLORISE --__--- _.._ LYNDALE STATION- -- . =*- __ FIRST LEVEL . 111--:::=III-I 1I 111- III i i `i I l I--_I 1_=-7-1 III 111_--- 111• I ''i i 111 I i I °-N KEYNOTE LEGEND LvNOALEAVE a 66TH ST, 1 1111 111 111-111 .Ili . 1 I I I It 1-1 III I I 111 i 1 I I( -_ I: 0 - RICHFIELD MN .- . -1 , 'it--Jlit II1_111- Iii-. 111 WAIL-111-11.1 III-I - -111-111 - . 3 - i- _1 -- I L. III al____:,,,,, _T.O.FOOTING **van Ns Tw _ - ' - - :i ,I1 -. -- - - - -0"\Jr _ A FOUNDATION WALL.SEE STRUCTURAL FOR SLING ANDOBLE SIGNS ,II :,i- 111_-111.:I1f _111:.111--III--111 111.: 111 III 111 III ,:I i Iii =111_ III 111=111 111=_111- 111-11 III 111--11-i _ _. '. -,i M FLOOR TOBE CLEANABLE BUfPACE.AB REQUIRED BY CRY OF RICHFIELD III I -: I III=III -.III___IlI :111:: 111:--_III -111==111 III=-III Nil_: III 111=III III= 1II =III -II1VV-111= 111=111 ii , ',I III - 1Ii---III:III III:_:1 B FOUNDATION WALL FOO TIIGBELOW,SEE STRUCTURAL FOR MINGAND LI_ III 1_I ll_ __ --" - - 1:. 1 == I --1 I :Ili =I 11 III I Iii i i, iii.::Ili iii-==iii =l!! --111 --=III:_III-J 11-::=11 I III==:11 I:i 111 iii. 1 I!---111 -Ili-III-III==-III: DIMENSIONS B B C I,Kcnne�e --I)I ii-1 I.II III-._III_ II. -:III I-111 111 I_-1117:111:-Ii II _ -1 -.. '-- __ -- - - -- -- - - - - - -- - -- /IZRIGANOWALL LDDATJCFIB Pete Beefy I 1--1111_111-= 1 i- III---1 l 1- I I I. I I I -"-III=_ .. I 11-111 --III:_. -H II 1111 ----I t1 I I -III-11 11-=111 .III: 111 :_-III :III--1 I I :III III: _III "I-I I III--111_-_I 1 11-.=111--I C �R ST°°P•BEEITMDD,NRAIFDR ,47250 l_ -- ( - -- - - - - - 0 CONCRETE PIER UNDER STRUCTURAL STEEL COLUMN ABOVE, -111 111-7111III -III III:.-111 III-:-III III-=II1=111-- III--:-111--_-i = 11-111; -111=-III- 1 1-111 -:111 III-_III III III-.-III-=:111 III- NIL--111-III=-lil=ail 1i:_.III__-III - STRUCTURAL FOR$IZNGAI DIMENSIONS 705Raymmond Avenue,Suite 0200 /�� p- - - E GREASE-UEI TRAP.BEE CNLAND ARCHITECTURAL SHE PLAN FOR St.Paul,Minnesota 55114 /\ �q /� NORTH F LOCATION COMBINED WATER SERVICE(FIRE SERICEI DOMESTIC WATERL \_/ SH6=r-0' - G OUTGOING SANITARY SERVICE BUM Engineers • H DRIVE TIIIIFOIINDATKIN,SEE STRUCTURAL FOR SIZNB AND LOCATION Chris Reuel J ROOF DRAIN 1 K FLOOR DRAIN MN 55429 C A90O A302 I. FIVE ALARM SYSTEM,PER NFPA72 M HOSE BBB Wee(weod Professional Servkee N LADDER&ROOF HATCH,PER WI 1346306 Paul Schroeder O FIRE HOSE CONNECTION 7N5 Anagram Drive P FIRE ANNUNCIATOR PANEL Eden Prairie,MN 55314 7310 Q _1010X BOX LOCATION R INTERIOR VAPOR BARRIER OR INTERIOR LAYER OF GYPSUM BOARD NOT --(]t - 11 ---�I] ++J ---© w _r - u INSTALLED UNTIL AFTER TENANT PLAN _ B SIGNAGE 11 _�� 21 - T EXHAUST VENTS• U CANOPY ✓ BIAIDMOADORERS NUMBERING W-MECHANICAL SCREENING ON ALL VISIBLE EQUIPMENT Y OVERHEAD GREASE SUPPLY ANO DISPOSAL SYSTEM,LNE PROVIDED TO RESTUAHAITTENANT 2 ODOR CONTROL WITH SCRUBBER MECHANICAL UNIT FOR RESTAURANT-- TENANT.AS REQUIRED BY CITY OF RICA W IELD -�- , - - -- _ _. _._. T.O.TOWER I ---. 24'-0'-O' DATE: 06.30.20l4 T.O.TAIL - - - - -- _ — - — - — - — - — - —'-— - — - _ - -M`— i -- - - - — - -- - --PARAPEET_1\ HERESY CERTIFY THAT THIS BY PLAN OR UNDER MY SPECIFICATION - I —�I T.O.SHORT V DIRECT REPORT WAS AND THAT I AM A DULY UCENSED- -, rG*�` I , _ - - a - —-1 I- 0-c_. `-11 41c;I r --- - - �_F{ -- - -P STATE OF MINNESOTA.UNDER THE LAWS OF THE t —�$ —r _ _!— _ — 1 I"-, Vim,, tl i� i nr_, T.O.STRUCTURE n —�7 I ■ _ – – 113'-0' -- V .0 7 4- _ B.O.STRUCTURE PETER KEELY.RED.NO.:23570 i 1 I I I i 1�i I I I I I I,1 , t 1- I I IIIIIIII111i1111NNi11M11I1181I1111111 :: DATE: 16.30.2014 i , 1I �I �I ` I 11! I PLANNING&ZONING w i I: APPLICATION REVlswfls ,z-0 I III I - , BI • I 1: _ 47flW�4E• I <> III I <> • :i , II __ 1 --- - t l I r: ; 1 I :i I I i 'I! FIRST LEVEL — 0' • PROJECT R& 14-NI OMYMtH: Au•a ----- _._- _. C _: !! ._ _. _.: ..._ ---- -0.® 8(988. Mder T.O.FOOTING 0 IIIEETTHLE _ t1•1•Ii / I f l i i' 1 ELEVATIONS r EAST i }3MB'=1-0- - --_--------- - -------_.__-------- A201 • MATERIAL INDEX SI • Key Value Keynote Text • 1 FACE BRICK-COLOR TED 2 COMPOSITEPANEL-COLOR TBD Co a 9e {2� --{1_I i11l ---I 51 171 171 1211 tin {4� r51 11 I 15 oil ---1_61 [LI t-I i 9 I 3 COMPOSITEPANEL SOFFIT-COLOR TBD r I 4 ALUh11NUA1 STOREFRONT -- --- -- - - -- -- ---- 5 METAL PANEL-COLOR TBD •rehlt-ot■ 6 METAL CAP FLASHING#1 _ 7 METAL CAP FLASHING#2 8 SPECIALTY METAL PANEL-COLOR TBD__ _ __ 9 h1ETALCANOPV WWW.coIIagearch.com 10 NOT USED-MECHANICAL LOUVER-COLOR TO MATCH ADJ.MATERIAL --------- -- -- - I 11 ILLUMINATED SIGNAGE-DESIGN TOD - 12 BUS AL-REST SYSTEM GLASS PREFINISHED METAL FRAME WITH ." BUS SHELTER SYST GLASS 1 I I 13 METAL ROOF DECK CANOPY 14 BUILDING LIGHT FIXTURE- i COLORS SIZE TBD 115 (DRIVE-THRU WINDOW — f ( 116 ,GROWING WALL CABLES 18 IGALVAN ZED STETAL SCUPPER UU E L L I N G T O N TENANT#1 IA N T# = o 17,21 (EXPANSION JOIST-COLOR TBD ! MANAGEMENT =TENA V•_..........ni . - LYNDALE STATION- i - --- - PHASE II ! LYNDALE AVE.&66TH ST, RICHFIELD MN i \Q I Collage I architects Pete Keely 651.472.0050 705 Raymond Avenue,Suite#200 SL Paul,Minnesota 55114 I NORTH ELEVATION-COLORED _ _--_ _-_ - BKBM Engineers ---- —- 1 �) 3116'=1'-0' Chris Plessel 5930 Brooklyn Boulevard Minneapolis,MN 55429 Westwood Professional Services 1 Paul Schroeder 7699 Anagram Drive ---RI---{_T] 11 ---{._a_J —Ei --{zi �l —i.61 _..I�� Eden Prairie,MN 55344.7310 -I1+a —ET]---[fl ---{1 DATE: 06.30.2014 I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION - OR REPORT WAS PREPARED BY ME OR UNDER MY TENANT #4 = TENANT #2 DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE TENANT #1 STATE OF MINNESOTA. I PETER KEELY,REG.NO.:23570__ DATE: 06.30.2014 1111 IIII 111111 11111 , 11111 MI MI III■1 PLANNING &ZONING 1 APPLICATION REVISIONS: NO DATE DEUwPIKIN •1 '07/1L1/ PIA.REV.1 i 1 1 • ill Ell . i � PNDJECT NO: 14 001 DRAWN BY Author CHK'D BY CMcker SHEET LE COLORED I` EAST ELEVATION-COLORED ELEVATIONS T I `� ) 3/16"=1'-0- 5 � A201-A GENERAL ACCESSORY BUILDING NOTES QA.A) (A.B) `A.C) .1) (A.2) (A.3) (A.4) ` 1.ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF EXTERIOR SHEATHING OR CONCRETE BLOCK AT EXTERIOR WALLS ' I I AND CENTERLINE OF WALL ASSEMBLY AT INTERIOR WALLS,UNLESS NOTED OTHERWISE.SEE PARTITION SCHEDULE FOR Ili! 111 ACTUAL PARTITIONS.WHERE CLEAR DIMENSIONS NOTED,THESE MUST BE MAINTAINED. I T , 3.IF DIMENSIONAL DISCREPANCIES OCCUR.NOFITY THE ARCHITECT IMMEDIATELY. j I , I I I (A900 4.VERYIFY SLAB EDGE LOCATIONS,BRICK AND MASONRY FACE WITH ARCHITECTURAL AND STRUCTURAL DETAILS. -... A9W.� i 7.SEE STRUCTURAL PLANS FOR BEAM.JOIST,HEADER LOCATIONS AND SIZING. 6.SEE SHEET T100 FOR WALL FIRE RATINGS AND LOCATIONS.THIS INCLUDES ALL PENETRATIONS THROUGH THESE Co a I ! i I I ASSEMBLIES. e e h I t e o t■ i - 11.GENERAL CONTRACTOR TO VERIFY WITH MECHANICAL SUBCONTRACTORS AS TO LOCATIONS FOR EQUIPMENT. SIM - -__ ____ _ DUCTWORK,ETC.NOTIFY ARCHITECT OF ANY NECESSARY CHANGES. -- a ,A.----.------, i 12.SEE G-100 FOR ALL WALL TYPES AND ASSEMBLIES. W W W C011agearch.COIT� B ■ ' :... OVERHEAD DOOR CONTROL _ ."„.._ ,L, I BUS SHELTER r-1 US SHELTER t i I i SIM - HOSE BIBB BENCH• A000 I 1 �fI—. .. __-.__..___. 1 % I -..FLOOR DRAIN ., ..� _ N I' \ I WELLINGTON I I J; MANAGEMENT I j j l I i { A; I I I I I ., - , 1 i I i I I '� I -- . I 1 W •b 7`} SECTION-PERPENDICULAR �'6) SECTION-LONGITUDINAL "�” s _ LYNDALE STATION- I PHASE II BUS SHELTER VIEW LYNDALE AVE.&66TH ST, RICHFIELD MN l 1 r 'tj3I -Li --r!3j it DI r 1B r- {1� 1--L31 i /,, 1 II4 --jI ---- `. / // "// �A9oo Collage I architects s�r_�� — 6 Pete Keely I B `_ _ mo• ,ao• 651.472.0050 I `'1._ `� I'1' t�I l l. ( ,ao• g 705 Raymond,Minnesota 55114'te#200 d1i I i 4`I ,•VERHEAD DOO•• I I, : 1 I Ii 11 1 i I V- I % Chris Plessieeers II = ( T 1 i} t 1` (U1 _' 5930 Brooklyn Boulevard - -, Minneapolis,MN 1 11 55429`i v i(t I t 11 11 1.4! 1 11 ;�—_ -- I 1 —s a% \ �A.1 I CO � I ? ..l l I t !j f II I I rf 3$. ,Ir I ' - Westwood Professional Services Paul Schroeder I I I o �= 7699 Anagram Drive 1 I _, 0 , h IB Eden Prairie,MN 55344.7310 N b v. r'-' 1) a , I tr 1 . 0 I ` O) j 0 o I - — �•.L% - -- O- -I--(') —x4�'._ in'', '- -(A�`) EAST ELEVATION (4')___SOUTH ELEVATION o• i ( l DATE: 06.30.2014 l �Z I 0 °� 1 j 9 4< � IHEREBYCERTIFYTHATTHISPLANSPECIFK CATION ,� RECYCLING ��uk Q j ° OR REPORT WAS PREPARED BY ME OR UNDER MY 1 K 0 I AREA(2a SF> D O I DIRECT SUPERVISION AND THAT I AM A DULY m LICENSED ARCHITECT UNDER THE LAWS OF THE ,1i - 13 (z� {ff --Cj 5 - ,3 --{,z to I 14 BENCH STATE OF MINNESOTA. _ _ _ _ ._ ... _ - 1 .. \ PETER KEELY REG.NO.:23570 1,:?., (A.3� -„�� - - _ -. __ ___ I• OPEN ABOVE § ':. 0I F - DATE w 06.30.2014 '°'� '!_- T` r� I I I PLANNING 8�ZONING �` 011 •,• [ OPENABOVE ,o s ____.__!I. — APPLICATION LE i • o- I : l a ' RENSIONS: I • i NO. DATE DESCRIPTION I , a7NSN1_-- P74.RP_I.13 I 1I 1 �' ii N, 1 i I � 1a-0• 4-11Pr ab• 1,703/4.8•,x. PROJECT NO: 14_001--- - - -. _ �.. n. _* - '! ..DRAWN BY: Author_ _ 3 / \ \ CMCD BY: Checks (A.C) �A909 `A.B) (t'P IIREET TOLE • ACCESSORY (--) WEST ELEVATION ('2) _NORTH ELEVATION '1`, UTILITY BUILDING BUILDING r V4•=7b• _ iM'=1,O• i/4'=i•.o• 1 1 A900 6545 Lyndale Ave - APUD 7/2014 6545 Lyndale Ave - APUD 7/2014 Surrounding Zoning Surrounding Comprehensive Plan / \ ill W LLI- .irmil ZQ Z' „' Z i ,. • d "'_ MIXED W ■ ■ a 1' / y '^� r 65TH STREET = MIXED G2 5 65TH STREET a za. ..' MIXE[) L Q �r' L l� /PMR �� iv / ,are �.2 imatilrk> e�i t �i Z PG2 Ir - Z,/ t / r PG2 x1 MOf:ED r r . 1 At I f� 66TH STREET - �--\ "3" I ? iP,.. 1 ',, % '' w - - O� 1 { t MutED 'Z,i �J "' L !PC-2 / I+ ;� - - _ _ ^y : PC-2 ~ h wasp. IXp I P. ".� ,r; iJ+ - MIXED/=7 / 14: ail 0; al sue, + _ ° yy'1■r aa.: C-2-General Commercial Feet MIXED-Mixed Use PC-2-Planned General Commercial 0 100 200 400 600 800 fleet 0 100 200 400 600 800 N N A Path:I:\GIS\Community Development\Staff\Planning Tech\Projects\6545 Lyndale Ave(Lyndale Station)-Z.mxd Path:1:1GIS1Community Development\Stafhplanning TechlProjects\6545 Lyndale Ave(Lyndale Station)-CP.mxd AGENDA SECTION: RESOLUTIONS AGENDA ITEM# 9 REPORT# 144 STAFF REPORT flow. 4,iteed CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: MELISSA POEHLMAN, CITY PLANNER NAME,TITLE DEPARTMENT DIRECTOR REVIEW: IGNATURE OTHER DEPARTMENT REVIEW: r SIG 9 RE REVIEWED BY CITY MANAGER: 1,1 Aii,ALki ITEM FOR COUNCIL CONSIDERATION: Public hearing to consider requests for an amended Conditional Use Permit, a Variance, and an Appeal of a staff determination at 6736 Penn Avenue (Fireside Pizza). The proposal contemplates a 1,074 square foot building addition, reduction of existing parking, a variance from parking requirements, and an appeal of the Community Development Director's determination that odor control is required due to the addition of certain commercial cooking equipment. I. RECOMMENDED ACTION: Conduct and close a public hearing and by motion: 1) Approve the attached resolution granting a Conditional Use Permit and a Variance for a 22.6-foot front building setback which will allow for a building addition at 6736 Penn Avenue; and 2) Deny a Variance to allow a reduction in required parking at 6736 Penn Avenue; and 3) Deny an appeal of the Community Development Director's determination that an odor control system is required as a condition of adding certain commercial cooking equipment at 6736 Penn Avenue. 448665v1 MDT RC160-5 II. EXECUTIVE SUMMARY Fireside Pizza owner Rich Thompson has applied for a number of land use approvals in order to construct a 1,074 square foot building addition at 6736 Penn Avenue. The addition will create a new entrance/lobby off of the existing parking lot and a new kitchen at the rear of the building, increasing the overall size of the building by more than 50 percent. This work will also include a complete remodel of both the interior and outside dining spaces. This property is zoned Mixed Use — Community (MU-C) and is within the Penn Avenue Corridor (PAC) Overlay District. The property is considered legally nonconforming in regard to a number of Code requirements (e.g. building setbacks, parking setbacks, landscaping, and odor control). The Code allows for expansion of legally nonconforming buildings in the Mixed Use Districts through review and approval of a Conditional Use Permit so long as the expansion meets a number of specified criteria. Staff is supportive of the applicant's desire to renovate and improve his property; however, the purpose of the Zoning Code is to balance the needs of the individual and those of the neighborhood. Staff recommends approval of the Conditional Use Permit amendment and front setback variance to allow the expansion with the condition that the applicant secure agreements related to the additional required parking. Staff is recommending denial of the applicant's request to add cooking equipment that will intensify odors without the addition of an odor control system. The existing restaurant is 2,371 square feet and therefore requires 24 parking stalls. With an allowable reduction of 10 percent for transit availability, the requirement is reduced to 22 spaces, which is what is currently provided. The proposed addition of 1,074 square feet (45%) increases the total occupancy of the building from 131 to 143 persons and the required number of required stalls to 29 (this is including the 10 percent transit reduction). Code allows an additional reduction for adjacent on- street parking if a number of criteria are met, including that the principal building is within 20 feet of the street and has a primary entrance facing that street. In this case the principal building is 22.6 feet from the property line. The applicant has applied for and staff supports this request for reasons articulated in the attachments to this report. By including these two spaces and reducing the on-site parking by one space for the proposed addition, the applicant is left needing six additional spaces to comply with City regulations. The Code provides a variety of options to consider in cases where parking standards cannot be met. Applicants can propose shared parking with nearby businesses. The applicant must be able to demonstrate that because of the hours, size, and mode of operation of the respective uses, there will be an adequate amount of parking available to each use during its primary hours of business. This shared parking is required to be memorialized through covenants on both properties so that the City can be sure that it will remain available to the property that needs it. Applicants can also submit a parking study prepared by a professional engineer that shows that the required parking is unnecessary. Finally, applicants can apply for a variance. Mr. Thompson explored shared parking with US Gas and Penn Auto Care; however, neither site has excess parking per Code, nor hours and modes of 448665v1 MDT RC160-5 operation that would guarantee availability of parking when needed. Given this, the applicant has applied for a variance. Staff and the City Attorney agree that a variance cannot be granted in cases where the applicant is creating the situation which makes the variance necessary (building addition). Staff recommends that the applicant contact additional nearby property owners with either excess parking or dissimilar peak parking demands to discuss possible parking for his employees. Contact information for nearby property owners has been provided. Discussion with the Planning Commission indicated some support for further reductions of parking requirements in the Penn Avenue Corridor and potentially other constrained commercial corridors within the City. In order to make this site compliant, parking requirements would need to be reduced by 21 percent (29 spaces — 21% = 23 spaces). If the Council is interested in considering a parking reduction of this magnitude or greater, then staff recommends a modified requirement for the current applicant which would allow him to avoid recording an agreement across properties and require only a lease agreement until ordinance specifics can be discussed and approved. The Zoning Code requires mitigation of environmental effects, including odors that will be detrimental to the comfort of surrounding properties. In order to implement this code provision, it has been long-established City practice to require that restaurants and food preparation facilities that use intensive cooking equipment (such as deep-fat fryers, baking ovens, grills and ranges) and are adjacent to residential uses install odor control devices. This is similar to rules administered by the cities of Bloomington and Woodbury. While existing restaurants are grandfathered and not expected to install odor control after-the-fact, like any other nonconformity, intensification or expansion triggers compliance. The applicant's proposed changes include a variety of new and different types of cooking equipment, including fryers, and additionally bring the physical kitchen and related exhaust features closer to residential property (approx. 35 feet from the nearest residential property line and less than 100 feet from a single-family structure). Based on City Ordinance and past practice, staff has determined that an odor control system is required. If the applicant were proposing only a building addition, with no changes to the type of cooking equipment currently used, odor control would not be required. If the City Council believes that the Community Development Director has erred in determining that odor control is required in this instance, they must approve a resolution finding that odors from the restaurant will not be a nuisance to surrounding properties. This resolution must include supportive findings. Staff and the City Attorney believe that this action could create legal concerns because other restaurants have recently been required to install odor control equipment based on this policy (e.g. Pizza Luce, Mi Ama, Andale, Lyn65, El Tejeban). Further, it becomes problematic for the City to come back and later require an odor control system after the City has already declared that no nuisance to surrounding properties exists. 448665v1 MDT RC160-5 III. BASIS OF RECOMMENDATION A. BACKGROUND • Parking standards have been evaluated a number of times over the course of the last decade. Prior to 2007, the City calculated restaurant parking requirements based on either seating or floor area —whichever yielded the greater requirement. Under these previous regulations, the proposed restaurant would require 65 parking stalls. • Over the past 25 years, the City has dealt with numerous complaints from residential areas regarding odors from nearby restaurants. During that time staff has applied a consistent standard practice that any commercial kitchen using intensive cooking devices install odor control devices when they are located adjacent to residential property. • City staff is not aware of any complaints regarding the current Fireside Pizza operations. The change in the type of food and type of equipment used to prepare that food would require the addition of an odor control system based on current City practice. • The Planning Commission recommended approval of the building addition with the stipulation that the applicant secure additional off-site parking for employees (6-0). • The Planning Commission recommended approval of a variance to allow the adjacent on-street parking spaces to count toward the parking requirement despite the building being situated an additional 2.6 feet farther back than what is permitted by Code (6-0). • The Planning Commission recommended denial of a variance to reduce the parking requirement based on the fact that the applicant is creating the situation which makes the variance necessary (6-0). • The Planning Commission recommended denial of the applicant's appeal of the Director's decision to require odor control based on concerns for the adjacent neighbors, concerns related to the consistent application of requirements, and the fact that the City would have little recourse if it later received complaints about odors. (4-2). B. POLICY • There are a number of different sets of review criteria that apply to this proposal. A full discussion of all requirements is included as an attachment to this report. • A Conditional Use Permit cannot be granted if an expansion or modification of a legally nonconforming building increases the overall, site-wide degree of nonconformity (parking) or if it will have undue adverse impacts on neighboring residential properties (Subsection 537.13, Subd. 2). • Variances cannot be granted if the circumstances that make the variance necessary are/were created by any person presently having an interest in the property (Subsection 547.11, Subd. 1). 448665v1 MDT RC160-5 • The Code states that no activity or operation shall be established or maintained that by reason of its nature or manner of operation will cause the emission of odor in such concentrations as to be detrimental to the public health, welfare, comfort or safety, or cause injury to property or business (Subsection 544.27). The City should apply its odor control policy consistently to properties operating similar uses. C. CRITICAL TIMING ISSUES • 60-DAY RULE: The 60-day clock `started' when a complete application was received on July 14, 2014. A decision is required by September 12, 2014 OR the Council must notify the applicant that it is extending the deadline (up to a maximum to 60 additional days or 120 days total) for issuing a decision. D. FINANCIAL • The required application-processing fee has been paid. E. LEGAL • A public hearing was held before the Planning Commission on August 11, 2014. • Notice of the public hearing was published in the Sun Current newspaper and mailed to properties within 350 feet of the subject property. • No members of the public spoke at the hearing. • In addition to the public hearing held on August 11th, variance requests applied for in conjunction with another land use request and appeals require a public hearing before the Council. Tonight's public hearing was published.in the Sun Current Newspaper and notice mailed to properties within 350 feet. F. ENVIRONMENTAL CONSIDERATIONS • None IV. ALTERNATIVE RECOMMENDATION(S) • Approve the proposal with additional or modified stipulations. • Approve the appeal requesting relief from odor control requirements based on findings that the Director has erred in his determination of its need. Discuss necessary findings and direct staff to prepare a resolution based on said findings. • Direct staff to stop administering odor control requirements for restaurants adjacent to residential properties. V. ATTACHMENTS • Resolution re: Conditional Use Permit and Variances • Resolution re: Appeal to Board of Adjustments and Appeals • Required findings 448665v1 MDT RC160-5 • Proposed plans • Anticipated staffing levels exhibit • Letter of Appeal • Proposed menu • Planning & zoning maps VI. PRINCIPAL PARTIES EXPECTED AT MEETING • Rich Thompson, Property Owner/Applicant 448665v1 MDT RC160-5 RESOLUTION NO. RESOLUTION GRANTING APPROVAL OF A CONDITIONAL USE PERMIT AND A SETBACK VARIANCE FOR A BUILDING ADDITION AT 6736 PENN AVENUE WHEREAS, an application has been filed with the City of Richfield which requests approval of conditional use permit and variances to permit construction of a 1,074 square foot building addition to a legally nonconforming restaurant building on the parcel of land located at 6736 Penn Avenue (the "Property"), legally described as: Lots 9 and 10, Bock 16, TINGDALE BROS.' LINCOLN HILLS, Hennepin County, Minnesota; WHEREAS, the requested conditional use permit at 6736 Penn Avenue meets the requirements necessary for issuing a conditional use permit for the expansion of a nonconforming building in the Mixed Use Districts as specified in Richfield Zoning Code Subsection 537.13, Subd. 2; and WHEREAS, the requested conditional use permit at 6736 Penn Avenue meets the requirements necessary for issuing a conditional use permit for a Class I (full service) restaurant serving alcoholic beverages as specified in Richfield Zoning Code Subsection 534.07, Subd. 6 and the requirements necessary for all conditional use permits within the City as specified in Richfield Zoning Code Subsection 547.09, Subd. 6; and WHEREAS, the proposed site plan includes an existing building that is situated 22.6 feet from the front property line rather than 20 feet which would allow on-street parking to count toward minimum parking standards, and 21 on-site parking stalls rather than the required 29; WHEREAS, Minnesota Statutes Section 462.357, Subdivision 6, provides for the granting of variances to the literal provisions of the zoning regulations in instances where their enforcement would cause "practical difficulty" to the owners of the property under consideration; and WHEREAS, the Planning Commission of the City of Richfield recommended approval of the requested conditional use permit and front building setback variance, and denial of the parking variance at 6736 Penn Avenue at its August 11, 2014 meeting; and WHEREAS, the City has fully considered the request for approval of the conditional use permit; WHEREAS, based on the findings below, the Richfield City Council approves the requested variance from Richfield Zoning Code Subsection 544.13, Subd. 8, Clause c(i) and denies the requested variance from Richfield Zoning Code Subsection 544.13 Subdivision 6 and 8; and 448665v1 MDT RC160-5 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Richfield, Minnesota, as follows: 1. The City Council makes the following general findings: a. The Property is zoned Mixed Use — Community (MU-C) and is within the Penn Avenue Corridor (PAC) Overlay District. b. The Zoning Code states that in order to include adjacent on-street parking toward a site's overall requirement, the principal building must be set back no more than 20 feet from the front property line. The existing building is set back 22.6 feet. A variance from Subsection 544.13, Subd.8, Clause c(i) is required. c. Code states that minimum required parking for a restaurant that is 3,267 square feet and in the vicinity of a frequently operating transit line is 29 spaces. The proposal calls for 21 on-site spaces and 2 street spaces (per item b). A variance from Subsection 544.13, Subdivisions 6 and 8 is required. 2. With respect to the application for variances from the above-listed requirements, the City Council makes the following findings: a. Strict enforcement of Richfield Zoning Code Subsection 544.13, Subd.8, Clause c(i) would cause a practical difficulty. The existing building is located 22.6 feet from the front property line. The structure was built in 1961 by a previous owner. It would be impractical and unreasonable to require the building to be moved. The location of the building and the provision of outdoor seating which meets the setback requirement are in keeping with the intent of the Code provision. Strict enforcement of Richfield Zoning Code Subsection 544.13, Subdivisions 6 and 8 would cause a practical difficulty. It is reasonable to expand, update and improve an existing structure. b. Unique circumstances affect the Property that were not created by the applicant. The building was designed such that its primary entrance faced Penn Avenue. The Zoning Code regulations of Subsection 544.13, Subd. 8, Clause c(i) were intended to encourage this type of pedestrian-friendly development and to help relieve parking woes for smaller sites. It is no fault of the applicant that the building is situated 2.6 farther back than what this provision accounts for. The City should investigate setbacks in this area to insure that the regulation is having the desired effect. The circumstances related to the need for additional parking as it relates to the proposed building expansion (Subsection 544.13, Subdivision 6 and 8) will be created by the applicant/property owner and do not meet this requirement. c. Granting the requested variances will not alter the character of the neighborhood. The requested variance from Subsection 544.13, Subd. 8, Clause c(i) will not alter the character of the neighborhood as the use of these parking spaces by restaurant patrons is already frequently occurring and encouraged. The requested reduction to on-site parking spaces in conjunction with a building addition of nearly 50 percent will potentially lead to increased spillover parking in the neighborhood. d. The variances requested are the minimum necessary to alleviate the practical difficulty. The proposed front setback variance is the minimum necessary to allow the on-street parking in front of this building to be utilized and counted as intended. The issue related to the number of overall available parking stalls has been created by the applicant and therefor does not meet the practical difficulty standard. 3. Based on the above findings, a variance is hereby approved to permit the inclusion of two on-street parking stalls adjacent to a building that is set back 22.6 feet from the property line toward overall site requirements. 448665v1 MDT RC160-5 4. Based on the above findings, a variance to reduce on-site parking to 21 spaces in conjunction with a 1,074 square foot building addition is hereby denied. 5. A conditional use permit is issued to allow construction of a 1,074 square foot building addition, as described in City Council Letter No. , on the Subject Property legally described above. 6. This conditional use permit is subject to the following conditions in addition to those specified in Subsections 537.13, Subd. 2 and 547.09, Subd.6 of the City's Zoning Ordinance: • That the recipient of this conditional use permit record this Resolution with the County, pursuant to Minnesota Statutes Section 462.36, Subd. 1 and the City's Zoning Ordinance Section 547.09, Subd. 8. • A recorded copy of the approved resolution must be submitted to the City prior to the issuance of a building permit. • The applicant must provide a copy of a signed lease agreement for use of 6 off-site parking spaces (meeting Code requirements) for employee use. The minimum duration of this lease is one year. • If within 9 months the City Council has not reduced parking requirements to eliminate the need for additional off-site parking spaces, the applicant shall be required to negotiate and record agreements in accordance with City Ordinances to insure continued availability of off-site parking spaces OR the applicant shall provide a parking study to indicate that off-site parking is not necessary. • Parking stalls must be available year-round. No snow or other storage is permitted in required parking stalls. • An odor control system is required. A building permit will not be issued until system details and screening plans have been submitted and approved. • A screening plan for all new mechanical and utilitarian items is required prior to the issuance of a building permit. • The property owner is responsible for continual maintenance of all required and approved landscaping. • The applicant is responsible for obtaining all required permits, compliance with all requirements detailed in the City's Administrative Review Committee Report dated July 10, 2014, and compliance with all other City and State regulations. • Separate sign permits are required. • All new utility service must be underground. • Prior to the issuance of an occupancy permit the applicant must submit a surety equal to 125% of the value of any improvements and/or requirements not yet complete. This surety shall be provided in the manner specified by the Zoning Code. 7. This conditional use permit and variance shall expire one year after it has been issued unless 1) the use for which the permit was granted has commenced; or 2) Building permits have been issued and substantial work performed; or 3) Upon written request of the applicant, the Council extends the expiration date for an additional period not to exceed one year. Expiration is governed by the City Zoning Ordinance, Section 547.09, Subdivision 9. 8. This conditional use permit shall remain in effect for so long as conditions regulating it are observed, and the conditional use permit shall expire if normal operation of the use has been discontinued for 12 or more months, as required by the City's Zoning Ordinance, Section 547.09, Subd. 10. 448665v1 MDT RC160-5 Adopted by the City Council of the City of Richfield, Minnesota this 26th day of August, 2014. Debbie Goettel, Mayor ATTEST: Nancy Gibbs, City Clerk 448665v1 MDT RC160-5 RESOLUTION NO. RESOLUTION DENYING AN APPEAL OF A DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR TO REQUIRE AN ODOR CONTROL SYSTEM AT 6736 PENN AVENUE WHEREAS, an application has been filed with the City of Richfield which requests approval of an appeal that purports the Director of Community Development has erred in determining that an odor control system is required for the expansion of cooking capabilities and addition of new types of cooking equipment at 6736 Penn Avenue, legally described as: Lots 9 and 10, Bock 16, TINGDALE BROS.' LINCOLN HILLS, Hennepin County, Minnesota; WHEREAS, the City has fully considered the request for approval of the appeal; and WHEREAS, the City Council finds that there has been no error in the interpretation of City Ordinances or application of City practices. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Richfield, Minnesota, an appeal to the decision of the Community Development Director to require an odor control system is hereby denied at the Subject Property legally described above. Adopted by the City Council of the City of Richfield, Minnesota this 26th day of August, 2014 Debbie Goettel, Mayor ATTEST: Nancy Gibbs, City Clerk 448665v1 MDT RC160-5 Code Requirements / Required Findings Part 1 — Development in the Mixed Use District: In evaluating development proposals within the Mixed Use Districts, the Planning Commission and Council shall consider compliance with the following (Subsection 537.01, Subd. 3): 1. Consistency with the elements and objectives of the City's development guides, including the Comprehensive Plan and any redevelopment plans established for the area. In the Penn Avenue Corridor, the intent of the Mixed Use Comprehensive Plan designation is "to create a traditional neighborhood center that is a vibrant, pedestrian-oriented district." Reinvestment in existing neighborhood businesses is important to the success of this area. 2. Consistency with the purpose and intent of the Mixed Use Districts Subsection. The Mixed Use Community District is intended to include shops and services that support the surrounding community. District regulations are intended to provide appropriate transitions between uses, promote pedestrian and bicycle access and connections, discourage auto-oriented uses, ensure high quality architecture and design, encourage redevelopment in a manner that is consistent with the Comprehensive Plan and applicable redevelopment plans, and more. The proposed building addition includes improvements to the patio and Penn Avenue frontage that are consistent with Penn Avenue Design Guidelines. The proposed building includes bicycle parking (more of which should be considered if parking requirements are further reduced). The proposal does increase the intensity and method of cooking which will take place on site and does so in a portion of the building that will be closer to the single-family homes to the west. This intensification requires mitigation under current City practice. 3. Creation of a design for structures and site features which promotes the following: i) An internal sense of order among the buildings and uses; Internal site movements are intuitive and not expected to cause problems. ii) The adequacy of vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking; The amount of parking does not meet Code requirements. The particulars of the situation do not support the granting of a variance. Staff recommends one of the following 1) Approve the building expansion with the stipulation that the applicant secure and record agreements for off-site employee parking or 2) Approve the building expansion with the stipulation that the applicant secure a lease agreement for off-site employee parking that extends for a minimum period of time (TBD). Defer the requirement to record said agreement for a specified period of time to allow for additional study of parking requirements by the Council. If ordinance changes occur that eliminate the need to additional off-site parking, the applicant may allow the lease to expire and forego any recording requirements. iii) Energy conservation through design of structures and the use of landscape materials and site grading; The reuse of existing buildings conserves energy and materials. iv) The minimization of adverse environmental effects on persons using the development and adjacent properties. Spillover parking is expected to continue and potentially increase as a result of the proposed expansion. Current Code requires that the applicant secure an agreement for off-site parking. Part 2 — Expansion of nonconforming building: The findings necessary to issue a Conditional Use Permit (CUP) that would allow expansion of a legally nonconforming building in the Mixed Use Districts are as follows (537.13, Subd.2): Expansion or modification of a legally nonconforming building shall: 1. Not increase the overall, site-wide degree of nonconformity. The proposed expansion will create a new nonconformity in terms of parking unless off-site parking is secured. A variance is not applicable in this instance because the applicant is creating the situation which makes the variance necessary. 2. Demonstrate that zoning and Comprehensive Plan requirements are met to the greatest degree practical. These requirements include, but are not limited to: parking, landscaping, architectural design and façade treatment, and site design; Given the fact that parking is at premium in this area of the City, the applicant has made a reasonable attempt to meet the intent of landscaping and site design requirements. Façade and outdoor dining improvements are consistent with the Penn Avenue Design Guidelines. 3. Off-set departures from zoning and Comprehensive Plan requirements through superior design and/or additional community site amenities; The façade of both the Penn Avenue side and the south side of the building will be improved through the proposal. The building addition will also allow for ADA improvements to both the parking lot and restrooms. 4. Not significantly impede implementation of goals and policies of the Comprehensive Plan; The proposal does not significantly impede implementation of the Comprehensive Plan. 5. Not have undue adverse impacts on neighboring residential properties; As stated in #1, the proposed expansion will likely increase parking demand and could impact neighboring residential properties. Further, the proposed expansion of the building and of the menu will likely increase odors in the neighborhood. Staff proposes measures (off-site parking and odor control) to mitigate these impacts be included as stipulations of approval. 6. Not have undue adverse impacts on governmental facilities, utilities, services or existing or proposed improvements; Undue adverse impacts to government facilities are not anticipated. 7. Not have undue adverse impacts on the public health, safety, or welfare. As mentioned ion #1 and #5, measures to mitigate potential adverse impacts have been proposed by staff as stipulations of approval. Part 3 — Conditional Use Permit: The findings necessary to issue a Conditional Use Permit (CUP) are as follows (547.09, Subd. 6): 1. The proposed use is consistent with the goals, policies, and objectives of the City's Comprehensive Plan. See above — Part 1, #1. 2. The proposed use is consistent with the purposes of the Zoning Code and the purposes of the zoning district in which the applicant intends to locate the proposed use. See above - Part 1, #2. 3. The proposed use is consistent with any officially adopted redevelopment plans or urban design guidelines. The proposed use is consistent with the Penn Avenue Corridor Master Plan. 4. The proposed use is or will be in compliance with the performance standards specified in Section 544 of this code. The proposed development either maintains the status quo or improves on all performance standards requirements with the exception of parking and odor control. Staff recommends stipulations to require compliance with these items through the agreements to provide the required parking off-site and the installation of an odor control system to mitigate the increased odors that will accompany the intensified and expanded use. 5. The proposed use will not have undue adverse impacts on governmental facilities, utilities, services, or existing or proposed improvements. The City's Public Works and Engineering Departments have reviewed the proposal and do not anticipate any issues. 6. The use will not have undue adverse impacts on the public health, safety, or welfare. Adequate provisions have been made to protect the public heath, safety and welfare. 7. There is a public need for such use at the proposed location. Investment in existing local businesses is necessary to maintain a healthy community. 8. The proposed use meets or will meet all the specific conditions set by this code for the granting of such conditional use permit. This requirement will be met through the stipulations included in the staff recommendation. Part 4 - Variances: The findings necessary to approve a variance are as follows (Subd. 547.11): 1. There are "practical difficulties"that prevent the property owner from using the property in a reasonable manner. 2. There are usual or unique circumstances that apply to the property which were not created by the applicant and do not apply generally to other properties in the same zone or vicinity. 3. The variance would not alter the character of the neighborhood or the locality. 4. The variance is the minimum necessary to alleviate the practical difficulty. 5. The variance is in harmony with the general purpose and intent of the ordinance and consistent with the Comprehensive Plan. The applicant has requested variances from the following requirements: A. Permission to include on-street parking toward parking requirement when principal is building is located 22.6 ft. from property line (requirement is maximum of 20 ft.) B. Permission to reduce parking requirement from 29 spaces to 23 spaces (assumes approval of Variance A). Criteria 1: A. The parking stalls in front of the business are within eight feet of the outdoor seating area which leads to an entrance to the business and meets the intent of the ordinance. It would be unreasonable to ask the owner to move the building; it is reasonable to allow these stalls to be counted toward the parking requirement. B. The existing restaurant meets current parking requirements and there is no practical difficulty that would prevent the owner from continuing to operate in this manner. It is not reasonable to increase building square footage by over 50% and expect to reduce the required parking. Criteria 2: A. There are few areas in the City that provide on-street parking. The intent of this provision was to allow businesses fronting on these streets to take advantage of these spaces. B. Parking is a challenge to nearly every business in this area; there are not unique circumstances that apply to this property. Criteria 3: A. A variance of 2.6 ft. will not alter the character of the neighborhood in any way. B. A variance to allow a reduction in the parking requirement will potentially exacerbate existing parking issues in the neighborhood. Providing adequate on-site parking has been an issue the Council has expressed concern about at other locations. Criteria 4: A. A 2.6 ft. variance is the minimum required. B. There is no practical difficulty that prevents the reasonable use of the property. Criteria 5: A. The proposed reduction is in keeping with the intent of both the Zoning Ordinance and the Comprehensive Plan. B. The proposed parking reduction is not in keeping with the intent of the Zoning Ordinance. Part 5 — Special Request to Council: The City Council acting as the Board of Adjustments and Appeals has the power to hear and decide appeals where it is alleged that there is an error in any order, requirement, decision, or determination made by the Community Development Director in the interpretation or enforcement of the Zoning Code. Subsection 544.27 of the Zoning Code requires mitigation of environmental effects, including odors that will be detrimental to the comfort of surrounding properties. City practice is to require that restaurants and food preparation facilities which use intensive cooking equipment (such as deep-fat fryers, baking ovens, grills and ranges) and are adjacent to residential uses install odor control devices. The applicant's property is immediately adjacent to single-family homes. This proposal includes moving the actual kitchen area closer to the residential neighbors and adding additional intensive cooking equipment in order to add menu items. City staff has determined that this intensification will require the addition of an odor control system. If the restaurant menu and type of cooking equipment used were to remain the same as currently exists, staff has determined that odor control will not be necessary. CERTIFICATE OF SURVEY for: Noonan Construction • DESCRIBED AS: Lots 9 and 10, Block 16, TINGDALE BROS.' LINCOLN HILLS, Hennepin County, MN ADDRESS: 6736 Penn Avenue S., Richfield, MN 55423 1111 PENN AUTO CARE '1 -7 �S i 6724 PENN AVE. S. e---- , PROPOSED IMPROVEMENTS I / g\°M\�o QPR 8�o,� J 849.6 Proposed improvements include additions to Fireside 3 Pizza as shown. See Architectural Site Plans for DUMPSTER parking lot and patio modifications. ENCLOSURE PROPOSED PLANTING BED Z 0 852.4x852.0 851.8 p • x 850.7 U th° 851,1 CONCRETE x 5i 1126.10 N 89 42'S6"E AREAS &HARDCOVER 14 649.5 33 850.8 850.8 22.6 mow. m Lot Area = 12,610 sq. ft. SHED REMOVE m 8. .•. - 29.5 j///////////.52.0////////T//X ,. (�- Existin Hardcover Areas /� 'nab / N/ , s`, ` o o Q a Existing 1 •5 1Sfallll� PROPOSED ADDITION / �/ 5 d . ti""l o w n Buildings = 2371 sq. ft. �s to ° 5: 5 v7 2K • 851 SF / /.. 5:' S_5'.5 . 1 Y o O 5 irk 6 a 6 Parking Lot = 8386 sq. ft. w �x FFE 851.0 / /.j ,` 22..6-II < o z " Walks = 438 sq. ft. o , o /-" a. �, 5.4 m o ft. ER / ,� o v EXTING BUILDING / " Total Hardcover = 11,775 sq. ft. = 93.3% �°, ACCESS N ; ZOO N 9 FIRESIDE PIZZA /_'` 5'- 5" s:'. Ir/ W 4. • j 6736 PENN AVE. S. %:k. :. _ `4 a Proposed Hardcover Areas L. = j 4- / / FFE 851.0 /F,. .` ,. 5: 1 845 5 O Buildings = 3424 sq. ft. I v .d- //10,1 / o. {s .4 (5' Parking Lot = 7031 sq. ft. 0,,-. ' 21.9 0" 5 5� 5 I ?� W En alks = 438 sq. ft. ° 29.5 851: ///i20.0///%�j 'N. 55 555 ' .5 4 � 851.0 851 /l ,, Patio = 740 sq. ft. °° PROPOSED PLANTING BED PROPOSED 1/, 2''SEE.ARCH:, o d Total Hardcover = 11,633 sq. ft. = 92.3% ° o / s z O / SI EdDLANS O ,, ADDITION / /` . to I :FFE 851.0 I F;, /")d1061E-1pATIO S m r 1I SEE /+HITEC+URAL SITE PLAIN W FOR PAARKING LLOT REVISIONS o / 4 5 5 I O D °? �p / / O O ii RFn R I I O 9 10.2 / / SI • w Z Z O ////////32.2//////% 849.4 W O 1 851.1 x850.6 I 850.31 • 'O O ' S PROPOSED PLANTING IBED ;49.7 / 00 >.• 850.4 0 W PARKING EDLOT c2,- x850.5 'I 1\ PEN ,1 - J I ACCESS FROM I ll STR:E• z 1 �I ALLEY ACC, Q j `� V z I WOOD FENCE °' W j I I I I �850.3 I I a :49.5 SEE ARCHIT CTURA SITE PLAN I I v°wt 849.2 FOR PARKING LOT EVISIONS 8 1DGE OF BITUMINt4US � I p 0 14 % • I I I I I I 850.1 I d o 33 ��,°° • • .c. %/////////////// 8126.10 N89°42'56"E LPG 849.2• CHAINLINK FENCE / EXISTING BUILDING / RICHFIELD US / 6744 PENN AVE. S. BENCHMARK ELEV. 852.2 ,I n / / /TNH in NE quadrant of Penn I `i % 'I Ave. S. and 68th St. W. I j I I / / REV. 7/14/14 ADDED SETBACKS I LEGEND Assumed Bearings I hereby certify that this plan, specification, or report • Denotes Monument Found D 20 was prepared by me or under my direct supervision KALLIO Engineering and O Denotes Monument Set ' and that I am a duly Licensed Land Surveyor under ® Denotes Proposed Elevation Scale in Feet the laws of the State o/� � fMinnesota. 10775 Poppitz Lane Land Surveying XXX.X Denotes Existing Elevation (1.,t t 7ra.. J 7/14/14 K Chaska, MN 55318 612-418-6828 1415 Curtiss J. Kallio, Lic. No. 26909 Dote JOB NO.: 1 F _ - ---'- n6.b' s 21'.m• _r 29.•4• 52'.3. - 21'•0' • _ PROPERTY LIFE -{- EXISTING I PLANtFG BED PLANTN'G BED L _ _ - II FiM1TAG BED 6'H Nil '^ 1 -` - f 0 SLED EXIST I4G \ .� — \ // ,, \ c _--__ ---- r r-�$Y0.3G 2- \\ MECYArlapE�EOUri¢NT SCREEN EXST6*ROOF EDGE- T o 0 0 EXIST F m 5' D L J I\,---_, SCT4EE D RENT REQUN7ED 4R I I I \;____— J Ew5TB1G 2 _ ��• I _\ ( I // Ewwlc�SI.�a too Nr / B EXIST FLAT ROOF OUTDOOR �+ f-- ACCESS fOR `5 I L_} ,/ I gnp0OR ` DOSING I- -EXSTRG 00LPRY.4.---may T DUMPS OR 3 I /<\ EXST3v BWLDNG • DR:MYa �_ I2 BED ( I 1 EXIST FECN `-- ARCHITECTURAL SITE PLAN NOTES. / I.EIU KITGN 47DITroN x� CAC SKOF // Bslsanrd:'FE\r � .4- a° • EXIST BLDG DORY L FLOOR n1ON5� I0 KITCHEN 1 /// \\ I I L--_......2 I �I I� i • ° EXIST G4nLED ROOF VESTIBULE ENTRY LOBBY: 323 SF �TR(,2,CE \ d _ -_ ��— �_ a KITCHEN AppITON: 051 EF I- EXIST GABLED ROOF i�� c TOTAL ADDITION AREA 1,014 SF �—PL4N73G BED s45 VEStRM4E EN141 iS BICYCLE PAR:RG� \(\ LOBBY ADDR ST I EXIST**BULDM/ 2,53 SF llY��•• �L ExSTRG 2 STALLS 223 SDdARE FC ET 73 1 I 2 3 4 OUTDOOR TOTAL BUN-DN3 AREA: 33615E _ \ / OUTDOOR 6 6 1 I DN3G 5' . , I[}I�J \/ B 1 2 EX***GR4DFG 4 DRANAGE TO STAY THE SAME. 1 2 3 4 1 p D pp 3-NO TREES EXIST CN SITE,THEREFORE TREE PROTECTION .- U / \\ J� •l u7 F1_AN*NOT PROVIDED. •w T7P 8,0' % , / \ BED•RAISED RY II EXTENT a WALLS BELOW EXIS S1ST 3.4 SHRUBBERY SHALL TED M OF HE PLATED TREES j € AGGE..:. ..x- ' EXTENT CF 914L16 BELOW 1 SHRUBBERY F'L0.NrfD MIN THE PLANTED BEDS THAT -I EXIST CHPTET--�"��-' __ L�-_,ID,] ARE ImICATED ON PLAN. SHALL L �1 AISLE PLANING BED -. EXSTPG SGN TO REM4M 1 { 9 5) ,,N-.. EXSTIG ROOF EDGE PLANTING BED I BE REFURBISHED 6 5 b _ NEW 4OOF EOM i4 EXSTMG PARK42 LOT T_PAR:W LOT 55 -:.-.-D NEW 23'-0' Iy FROFI PEN4 4 P •LOT ACCESS-4 PAFKSG LOT Bi 4--FROM:.z L A _ —� FROM FROH ALLEY ti TOTAL STALLS 23 INCLUDES I ACCESSIBLE STALL 4 4 PAR 2 EMPLOYEE STALLS 4 2 STALLS ON STREET) • o II I IJ I 1 55112E I �' S-0' I ;. q TYP R 5 B ,�O,iil 21 20 p n S S b 12 IC7C`f 5 IB S n I K 5 14 B a II V k 8 1 • • • o O I o Q6JQ' --F O EXISTING ARCHITECTURAL SITE PLAN NORTH O1 PROPOSED ARCHITECTURAL SITE PLAN O 1 P•07 0 5 10 20 2 IB' 0 5 a 20 sharratt �, _ PROJ ECT TEAM SHEET INDEX ISSUE/DATE: xorosen 12900 0194 �es i DESIGN MEETNG 6/12rz014 SHEET NUMBER ARCHITECT STRUCTURAL CONTRACTOR CERTIFICATE OF SURVEY DESIGN MEETING 6/112/2014 FIRESIDE ENGINEER c o m p a n y �`( �� SHARRATT DESIGN 4 CO.LLC. DESIGN MEETING 6/21/2014 CONTACT: DESGN 4 CO.L Al EXISTSJG I PROPOSED SITE PLANS ZON'NG SUBMITTAL 6/3080,4 T I�� '�"� AT PROPOSED FLOOR PLAN REYi510S OF TOAL SUBMITTAL /3042014 1J Al Sr. i- SURVEYOR AS PROPOSED EXTERIOR ELEVATIONS s' 44 EXISittJG FLOOR PLAN A5 0 15190EXTERIOR ELEVATIONS 6736 PENN AVE S 464 Second Street Phone: 952.470.9750 RICHFIELD, P'1 N Suite 100 Fax: 952.767.5859 DI KITCHEN EWIPMENT PLAN Excelsior,MN 55331 info@a?sharraltdesign.corn .r y ____ 523' -_ NEW DUM'STER/RECYCLING ENCLOSURE SCREEM WALLS KITCHEN ADDITION I ___. F MOyE EXiSTWi MST PLANTING BED 4 PFILL TO MATCH Ex15T _�—6'l8 WA:.L— PLANTING BED — —.. s _ PLANTING BED O , 30's HIGH MASONRY WALL —• .. S 6 8 i ' /// BANOIEtTE f --I r `'� cYCLPG r —"7 `i�. r38kb' O'� r_ O'II' I J/// — —I,, - 1• l3 I D1A'iPSTER 1 I r1 I I ({ I70k45 (I /jl N My l J II I, ,I I,� . ' . ' b io zo 1 Er, ..— I I FOOD I I 1 I S J --11Y'1 ,� I ( COOLER L.___J _ __-4., , J ' gas ;I . �, 1 1 _� PIZZA�� r coNC sLaB---� / . \ CJ — 1,0111 11.111 ISO 3 B i a —.— B KITCHEN _ 111— a El i E P. /*A*g _ COOLER SEE KITCHEN EDIUf'MENT PLAN El \\ /l I I . i . 'I • ' . —_-s PP a / I �1 RI GATES t0 SCREEN Dlail'biER AREA•SHALL - —' MATCH EOUF'f'ENT SCREEN ON ROOF• PLN I I I ( L30k/8' —___J E r\\ ' ' U //- 'I 4i 11 \' I. II METER ■ i l II II ii PARKBYr 1 METER O BkJLRSTT 2/N ABV __—1_ u_.!_t__u_ �1 GAS LKNT –r-71--rr-11- 'I / ror Is ar 4a II�, CA9NER I 1 1 I I I I I CRESS GAT: t, r�. brt310N I 4 II r I 1IPERGOLA ABY —I I I - - y a 15 IRI PLNiNG QC 5 DW IIAI BED _ ' . ' .iI' . \ _.�� i I — _ --- 2sc 7 I I ---1_1L_LI--Ll_ TOTAL SEATING SHOS'N.101•CFWRS(BAIt/TbBL •. TIES BAyD "E \\, .1 t 451 GAS LGHT —__T_rtr—rr—rt— "rl HORZ GA5 FP HOST STATICSI 1 I . ' . 'I . ' �- - //. I .FRf 1 1 / I 1 II PtANr►G BED / I I ' I, ---- �� >"1 •Ki 1ff �' ', II IS/CYCLE PAWING• V !s . 0 ° ' TED f22 STALLS ` Sm\ � 3a o rid - / ITW 1 1 — — a 3 Q 1 �5, - I - I - • E I h. + 4• 51 OCCUPANT LOAD CALCULATOR: 14041' 8 I 4it%op/// 52CNE TAE BOOR I I,O�) .111..1 I,O K >I�> I O owpatey cleulr10atbrx A2 I — n t!Occupant Loas: PLANTBG -�:•�. ill . ie •„ y)��Dmxg.sa: I I 990 sT/5 sT •66 occupants•tables,Gets LI Ll I I .. /�,03 15 rt/24 in.52 occpants•bar/banqustte stating I /� ~ /total ocupaix bad d55g roory LIB acupa 4. . I iy . I . V I Q Imo^ . ' L 133esar/5 sr 27 occgaMS StaMkg �` BENCH C NN IL. [ �1 I, m II. �v`.�� ' . ? :o Stn tt/55.11 son bercli too.«opa,a bad w watt:3B owpa ='- \\\ I I BANDETTE `11• I`i1 Kitdhen I Bar:550 sr 1200 sr•6°cap.ts. L ®— —_ J Palle Area:180 or 15 at•52 ocupants. I II• L__ PLANTING BED I ,.-. ." iL— I EXIST SIGN ABOY For Buliding Egress: HG415429011 I1OLS ABY / I 1 } ;V1, .br oK pant bad::"bbW " I— PLANTNG BED I ol 1ol 5terbr occtpaM bad wllh bbY�.Ib2 I PLANING BED Roq 4ed egress width selout lobby:04 x 2'•244 Petns —_— _ EXTENT OF f A9V Regared egress*NO with lobby:lit x 2' . 32A trees For F'ludng FStres: Total 54.10,and exl.10r owpant bad WUnut bbW: 116 5'-0' __ 32,•3• Total 5t.br erd ext.br occgent bad ulh bbbE 714 R ENTRANCE ADDITION Required toilets par sex eWwt lobby: n6/2.88/T5.2 too°p°tolleu FLOOR AREAS: R:peed per sex with lobby:214/2. 101/15•2 toilets per sex. Additionally occupant I reed i lee,and I s.vke akk with or eitoul EXISTING FOOTPRINT: 2,193 SF bad KITCHEN ADDITION: 851 SF LOBBY/ENTRY ADDITION: 323 SF TOTAL: 3,361 SF NORN O PROPOSED FLOOR PLAN t4••r-0' 0 2, 4 B , PROJ ECT TEAM SHEET INDEX ISS , ATE: 1,01'1,01'0511) 0,104404 04 7114�esI t U ARCHITECT STRUCTURAL ENGINEER CONTRACTOR CERTIFICATE CFSIRVEr DESGN MEETMG DESIGN MEETING DESIGN MEETMG 6/R0M 6/18/2014 687/2014 FIRESIDE SHEET NUMBER company � SHARRATT DESIGN/CO.LLD. £, CONTACT:MACE SHARRATT Al EXISTNG s PROPOSED SITE PLANS ZONING 6UBMRTAL 6/308014 A2 PROPOSED FLOOR PLAN W-tom .`/7 _{ SURVEYOR A3 PROPOSED EXTERIOR ELEVATIONS REVISION OF WAG SUBMITTAL 1/148014 PIZZA �2 A4 EXISTING FLOOR PLAN A5 EXISTING EXTERIOR ELEVATIONS 6736 PENN AVE S 464 Second Street Phone: 952.470.9750 RICHFIELD, SIN Suite 100 Fax: 952.767.5859 DI KITCHEN EQUIPMENT PLAN — Excelsior,MN 55331 info@sharrattdesign.com MECHANICAL EQUIPMENT SCREEN AROUND MECHANICAL EOUiPSENT-BEYOND ALL EOUP M T REWIRED TO BE SCREENED ENTRY ADDITION-SIZE TBD C-------ALL !DtVTBD!APPROVED BY CITY MECHANIC-AL ECUP'IENT-SIZE TBD EXISTING SIGN TO REMAIN! BE RFSED i L--------� j I 1 EXTENT BEYOND _au WM.Ls TO MATCH EXIST BLDG W/MET - — _ J — COP1G TO 114TCH EXISTING I---- 7 -- G4TE 10 SCREEN AND FOR ACCESS TO -----_--_ -- —� N ' I i n n n 1—_n F---, .„.DUIPSTER 1 RECT0.ING-MATERIAL! r LLOG DETAILS TED!A°PROYED B7 LITT �s \ RL4-ill hi , LUM GLA�G SYSTEM NEW CMJ TO MATCH EXStING m �� > /I — r A ler1 / �EXIStRG CM SHALL BE REPAIRED/REPOPNTED -'t I!t r!!d-I / AS REQUIRED•REFINISH WNW PANT SYSTEM f t!l A t k i I - \ Ii,,, NEW CPU TO MATCH eXISTl6 H14140:#0 - — — — — _ _ J — _ _ i TOP aF FLWR �tEW DUMPS/ER 4 RECYCLING ENCLOSURE SCREAM WALLS NEW KTCHEN ADDITION i Nell VESTIBULE EVERT LOBBY ADDIMON 4 OPTIONAL 304 HIGH MASONRY WALL I EGRESS GATE UY SIG NE CAP O 1 PROPOSED SOUTH ELEVATION v4••r-0. 0 Z 4 b I -- /-MECHANICAL EQUIPMENT SCREEN AROtW ALL E T REWIRED TON MAIL I DE 5 !APPROVED BY r - - —�---MECHANICAL EQUIP-ENE-SIZE TBD I I I I r _—_--_-1 1 I I I I I I I I n n n n _ __ 4 EXSTNG FASCIA SNAIL REMAIN•REPAIR Q PEW FASCIA TO MATCH EXSTNG 3 E-1 AS REWIRED-REFNSH CHEW PANT SYSTEM MEW PET COO TO MATCH EXISTS* GAS LD ITE-----1/\ PETd.01A EX5NDCW B+ ---FLTL O MATT-DUSTING—�1 I (�\ L_J `EXSTING QV SMALL BE REPAIRED/REPONTED �NEW CM TO MATCH EXISTING--� AS REWIRED-REFINISH CHEEW PANT SYSTEM �t I /\ t NEW LMU TO P7.4TG4 EXISTING g, 30'!NIGH MASONRY WALL — — — — — _ _ — — — — —^ — — — — — — — — — —ffff .• TOP OF P W/STONE LAP KITCHEN ADDITION I NEU DIMMER!RECYCLING ENCLOSURE SCREAM WALLS 2 O PROPOSED NORI-IT ELEVATION or.r-o• 0 2 4 S N i , r t I -MECHAUCA/EGUIPMENT SCREEN AR I D ALL EW FTENT REWIRED TO BE SCREENED ALL !PETS TED!APPROVED BY CITY EXSIING bra!TO ROAN! r f-' __-_— 7 • BE RERREGN TO MECHANICAL EWIFTMENT-SIZE TBDI—I ___ __i r- - i l I I I I I I I I i I ( I 1- I L J I I —I I I I I I . I PERGOLA 1 NEW FASCIA TO MATCH ExIST1W---7— -J _ ._ _._ '1i - ____ — --!= ___ k. WEE OL TO MATCH EXSTMi PEA P£7 COP!!G i0 MIATCh ExlSt O r—' 'I' — fi / ALUM GLAZING MT: I I ELECiMETER $ �/ �'I—I / ` IC`YI ' f I ' ! I 1 I I 1 I ': "' l ■I� M I 70?OF FLOOR PEW DUMPS7ER!RCY G451METERS DOOR TO KITCHEN T EGRESS GATE — — Ti iOP OF'wog 0 ENCL SCREEN WALLS_ T _0} We ENE MASONRY W4Ll FRONt C-GRESS GATE NEW KITCHEN ADDITION )� NEW VESTISILE ENTRY LOBBY APOITON W STONE CAP 30•1 OIG4 MASONRY WALL UN'STONE CAP 3 O PROPOSED WEST ELEVATION O PROPOSED EAST ELEVATION v4•.1-06 0 Z 4 61 a.I'•0' 0 2 4 B I r ■ i 1 t sharrall PROJECT TEAM SHEET INDEX 16SUE/DATE: Pt Of CSED PPHO11E/.Of Tilt des ® n A DESIGN MEETING bIn8014 SHEET N U A4 B E R 6' ARCHITECT STRUCTURAL CONTRACTOR CERTIFICATE CFSURVEY DESGPlMEETING b/IS/Z0K IRESIDE ENGINEER company S� SHARRAT DESIGN I CO-LLC. DESIGN MEETING 687804 '' CONTACT MIKE bu4RRATT Al EXISTING!PROPOSED SITE PLANS REVISION SUBMITTAL 6/308014 PIZZA A3 AZ PROPOSED FLOOR PLAN REVISION OF ZONING SUBMITTAL 7/148014 (.,4,..s,,.[ S U R V E l•O R AT PROPOSED EXTERIOR ELEVATIONS i6` A4 EXISTING FLOOR PLAN AS EXISTING EXTERIOR ELEVATIONS 6736 PENN AVE S 464 Second Street Phone: 952.470.9750 RICHFIELD, M1t N Suite 100 Fax: 952.767.5859 DI KITCHEN EQUPMENT PLAN Excelsior,b1N 55331 info@sharrattdesign.com 5v-3' i ---fr- COOLER R4WE L_______— 1 PIZZA OVEN �! I u'BLOCK WALL 3-' Y I I I 1 KITCHEN F k TY '7.1, . II -_- B'(TS BLOCK BALL `.I--1--- ` —_- 6'roBLOCK�t'a.L ,1 I I T eilLiiii _Jr-Li ,_ W O� - / ,. id BIB r1 ILA' m �— r—__--- -- T -- 0 ILAV I }S / //f DBING ROOM ISTNi PATIO @ O �_ - _— // 9 VERIFY SIZE µ 2 S 1'�1'S v / o :p 2 / t E 6'•I' 1111 ILrER STATION I i \'`-. 1 1 EXTERIOR WALLS Yt•BLOCK ___ ;iiil :iflhIIlliII TTPK:AI.•VERFT -- 11 �1 s NOTES: I I ' I. ALL DC'E.N51R6 61401N FOR INTERIM SPACES _ RASED HEARTH I I ARE MINDED OFF TO NEAREST eNOLE NCH I— rI - 2. BOOTH SIZES SWAIN ARE APPROXRTA7E. _ - r_ it 3. EOUPrENT SIZE SHOW*AFP1ROXMMTE. _I I — — I III I I I, 4.EXTERIOR EIDE XCLL5 NAVE 3'1 OFFURRPY 4.. I I ' I FR15N ON MSIDE EXCEPT UTILITY AREAS ARE _ III WIDE FACE CF BLOCK _ O EXISTING FLOOR PLAN STN b U1 sharratt , PROJ ECT TEAM SHEET INDEX 155UE/DATE: ezorosen arW.»:. .,lr desk SHEET NUMBER _� g DESIGNMEETMG 6 71®� FIRESIDE ® ARCHITECT STRUCTURAL C O N T R A L T O IZ CERTWIC4TE OF SURVEY DESIGN MEETMG S/r9R¢N4 company 4 `r' d' 6NARRATT D E S I G N 1 CO.L L C ENGINEER DESIGN MEETING 6/21/2014 Y CONTACT MIKE bFlARRATT EXIST PROD SITE TO T-C.EUOl1ITTAL 6/30/2014 'Y SURVEYOR REVISION of zoNR.�G SUBMITTAL 7nanola PIZZA �W, 43 PROPOSED EXTERIOR ELEVATIONS CAL A4 EXISTING FLOOR PLAN AS EXISTING EXTERIOR ELEVATORS 6736 PENN AVE S 464 Second Street Phone: 952.470.9750 RICHFIELD, Suite 100 Fax: 952.767.5859 DI KITCHEN EQUIPMENT PLAN Excelsior,DIN 55331 info@'sharraitdesign.com 0 RN SK,N J1 RN T `_` — — — — — — — — — — — — — — TOP OF_FL00RO 1 O EXISTING SOUTH ELEVATION 114'•Y-0' 0 2 4 6 Skit/ --- RN n RN `______________, r f nil TOP OF FLOOR 0 OEXISTING NORTH ELEVATION 2 t/4'.4-0' 0 2 4 8 1 ti"SINN REI 0 RN IIr I- T GU - __ _J -- / / WOW 0 IIDW ALU IR 1. 4ZMCa 61ST ALU'Wa21 GL ZNG SYSTEM iI \ / = / ELEO nETER IL II — I - CI - 1 -- - - - - - TOP OF PLOOR e - - - - - _ - TOP OF FLOOR 0 DOOR TO KITCSEN GAS PETERS FRCNT ENTRY DOOR 3 O EXISTING WEST ELEVATION O EXISTING EAST ELEVATION 114'.1•0' 0 2 4 6 t/4'•1-0' 0 2 4 0 sharratt PROJ ECT TEAM SHEET INDEX_ ISSUE/DATE: ROr.-sE� ara,�E Of THE ��) � vesGNMEErMXa 68204 SHEET NUMBER ARCHITECT STRUCTURAL CONTRACTOR OERTPIG4TEOF6URVEY FIRESIDE '+- DESIGN MEETING 6/18/2014 ENGINEER DESIGN MEETNG 630/20'4 c o m p a n y n CONTACT MIKE SI4 1 CO.LLG. Al EXISTMYa 4 PROPOSED SITE PLANE -3{ j cONracr:n9CE SN4RRArr zEVIS'N Of ZONING 6/30a0�a PIZZA A5 A2 PROPOSED FLOOR PLAN REVISION OF ZONMIG bUEf,"11TTAL TMR014 S U R V E's O R A3 PROPOSED EXTERIOR ELEVATIONS -a� t-, Y'J A4 EXISTING FLOOR PLAN AS EXISTM EXTERIOR ELEVATIONS 6736 PENN AVE S 464 Second Street Phone: 952.470.9750 RICHFIELD, MN Suite 100 Fax: 952.767.5859 DI KITCHEN EOUIPMENT PLAN Excelsior,MN 55331 info@sharraddesign.com 0 - 1-F_t, t,-4...... r t. .. 4620 BLOOMINGTON AVE.SG MPLS,MN.55407 KEY NOTES l Generol Notes 1 . WALK—IN FOOD COOLER. NOTE: 2. WALK—IN BEVERAGE COOLER. ALL KITCHEN EQUIPMENT TO BE NSF 3. W 1 R E SHELVING. APPROVED OR EQUAL.THIS DRAWING IS INTENDED TO SHOW FLOOR PLAN LAYOUT 4. WATER HEATER. ONLY.IT IS NOT INTENDED TO BE A 5. WATER METER. CONSTRUCTION DOCUMENT.ALL SUB- CONTRACTORS MUST TAKE OWN FIELD 6. DOOR STOP. MEASUREMENTS PRIOR TO ANY INSTALLATION WORK.THE LAYOUT IS BASED ON INFO 7. EMPLOYEE LOCKERS. SUPPLIED BY THE END USER ON THE RESTAURANT MENU.PLUMBING,ELECTRICAL, 8. 24" MOP SINK. AND VENTILATION WORK MUST BE PREFORMED 9. 3-COMPARTMENT SINK. BY LICENSED PERSONS OR CONTRACTORS. THE DRAFTSPERSON ASSUMES NO LIABILITIES. 10. HAND WINK WITH SOAP AND TOWEL DISPENSER. FINISH SCHDULE: DECORATIvETR4N5 UM 1 1. 48" CUT AND BOX TABLE. -1, Mr,H 0M 12. 2 DOOR FREEZER. ALL FLOORS ARE TO BE QUARRY TILE WITH 1 PREVIOUSLY INSTALLED COVE BASE FLOOR VIII` llQnII j __ 111 r I //> I — 1 3. 2—COMPARTMENT SINK. COME PITCH TO FLOOR DRAINS.THE TOP OF MS T I2 --®—® —1) �— I / L OAS FP A6L' J_J BAVOLEttE 14. 60 QUART FLOOR MIXER. V I I I JJ 15 I T ru=ex / QUARRY TILES. 1 /K481, I — 1 5. 5' S.S. DOUGH PREP TABLE. WALLS ARE TO BE.090 USDA GRADE FRP 1 1 111 ! ;\ -1 /// r r- F INSTALLED WITH PROPER GLUE.NO i l l l l O -- f3 s. i I I 7t-- 1 6. 5' PIZZA OVEN.. FASTENERS.WALLS UNDER HOODS TO BE 11111l..:....)/ ro. O I 1 I 1 j Gr C ] C L—. < 1 7. SHORT ORDER FOOD EQUIPMENT. WALLS,AND 2EHCH TEMP MINERAL WOOLNONCOMBUSTIBLE VIII p J I ----J I _ / _ 18. 54" X 16' HOOD SYSTEM, STEE DECREE WITH t"AIR SPACE STAINLESS II111 O 'TTT"' llLLL _ , -� _ I I I I I� SSCELINGS ARE TONBELSMOOTBHUCLEANABLE LS. 3 I lO� i /� I\\ 1 9. 5' PIZZA PREP TABLE. SURFACE. 11111 I — rte/ I / iP�s t \ 20. STAINLESS STEEL SHELVES ABOVE. .LI--("---/' III11 � 16` z—_— .-----\ 1 = _ = K 21. DOUGH SHEETER. I I O -- ._ ��` \\1 \\ El l 23. 24" SOILED DISHWASHER. TABLE. ``L 1 O I 18 1\ lib I,\,I �,\,I x 24. 63" CLEAN DISH TABLE. P I 3 1 0 _01 '10 \, / I i i 25. 24" STAINLESS STEEL TABLE. � METER I O 1 1} 21 I I F 1 I I __ I I — --Z— �V I 19 25 !� r 1J LFNLER � 1 • \\.,.. VAN, ' ' C --- GG.. o 5 O o II � I I MOVIE//ry ABV r 0 ID H u 11 t 3 3 1m 11 C G _ O O 111 I i l O O �I I� ENTRY vEStIBLEE �� K----1- 3 III ♦ ♦ ' ♦ ' � Y ® 0 IIII II 111 sGr'ASi'oN ■ � T�T ! -_ 24 __ I _22 1 1 1 LIQUOR 6TORAGFJCFFIGE , �\ ,LEG PANELS ( i 1 1 �1 - 23 I I I I I ' ♦ ' ♦1 1' ♦ \\ / I I MS_IG I I Gam" _ / -1. i 195'x4715' I I I __ ^`� i; TOTAL 6EAtPG•m1 a GL1AP24/BAR/i.�BL�6BANOLETTES L ---�\`\.TjV�A�g^v �v PLANTING BED WORE GAS FP HOST\ TAT ♦ ' ♦ '. �. ' lC r j 1 I \ / \I 1 IIfL I I� / qq I TTT LOBBY I W4110 1 I Ill 1 O A \\� tt5'x 175' I I '`/�`/ STONE TAE FLOOR i\LI gilt I,\,I a g N. MI MI El _ _ rt L L .; BENCH c• — - /` /I n II 1 \\�rier _ F L 1 �� \`� r TGASFPy I i BANxErrE I i 6" """_""-41- 1T fr"'"- 1 No. Revision/Issue Dote PLANTING BED MOW TRANSOM LOWS ABV \ / R.j.nI Homo efte xddn.. ■ Fireside Pizza 6436 Penn Avenue South Richfield.MN 55423 E 9/: sl AE JB 1 6/28/2012 1/4' = 1'-0' • / 731=7.5.4.),4 /— ie — ,‘>e.e 657,x .5'7-..cir A ...41:n - (/' /— 7- --4-2 / T 2E •=7 44-* X/ /,ZS -Rec /74 4-4 1 )4 4A-) •••• 9 ca / 4 -1Z ./heey- eeo .--t _ ------- a. -Y - • MEW Aral City of Richfield Planning and Zoning Division ( Vic; 6700 Portland Avenue Richfield, Minnesota 55423 To Whom It May Concern: I am Rich Thompson,owner of Fireside Pizza located at 6736 Penn Avenue South in Richfield. I have owned this restaurant since 1996. I am writing this letter as an appeal to the administrative decision to require odor control for the kitchen exhaust. Being a resident and business owner in Richfield, I am committed to seeing that development in the City is done in a responsible manner,and improves the health, safety,and welfare of its residents. This, plus the fact that Fireside Pizza is an icon in Richfield, has compelled me to invest a lot of time,effort,and financial resources into a complete renovation of Fireside Pizza. This renovation will make Fireside Pizza a venue that Richfield can be proud of. Currently, I do not have a scrubber system installed,and right now the odor produced from my kitchen is really not an issue,as evidenced by the fact that since I have owned the restaurant, not once has any one stepped forward to complain about odors. In fact, people have commented on how nice it is having the aroma of pizza. From what I have heard,ordinances like this were originally developed for high density urban areas. Those requirements being such that restaurants in lower portions of high rise buildings would have scrubbers installed in order to not disturb tenants above. The location of Fireside Pizza is in a low to moderate density area that is primarily commercial;therefore, I feel has little impact on surrounding neighbors. This ordinance is also overly stringent, as I have been told that this is the only major suburb that has this kind of ordinance. To add scrubbers will be quite expensive-both in the upfront material& labor costs, which are estimated at more than $40,000.00,as well as the maintenance cost. Additionally,from what I understand, this system is not an absolute fix,and is very sensitive such that if it gets"out of whack" in any way it will be rendered useless. Finally, I would like to point out that none of the other businesses nearby have scrubbers, and they are not creating a problem. Sincerely, Rich Thompson,Owner Fireside Pizza 6736 Penn Avenue South Richfield, Minnesota 55423 tahoteAd/ SEARED RARE AH1 TUNA 111 NACHOS 110.5 FRIED CHEESE 18.5 BLACK AND WHITE SESAME SEEDS CHICKEN OR BEEF FRESH MOZZARELLA, HOMEMADE MARINARA ONION RING TOWER 19.5 SWEET FRIES 18 PARMESAN SPINACH DIP 18 FIRESIDE SAUCE, CREAMY HORSERADISH FIRESIDE SAUCE TOASTED FRENCH BREAD AND HOUSE FRIED BONELESS WINGS 18.75 TATER TOTS 17.5 TORTILLA CHIPS BUFFALO, THAI, BBQ, FAT TUESDAY BASKET OF FRIES 6 MARGHERITA FLAT BREAD 18.5 WINGS 1 9.50 EXTRA VIRIGIN OLIVE OIL, FRESH MOZZARELLA, BUFFALO, THAI, BBQ, FAT TUESDAY WAFFLE FRIES 19 FRESH BASIL, GARLIC LETTUCE WRAPS 7 CAJUN BITES 110 NEW ORLEANS FLAT BREAD 19 CAJUN SEASONED BEEF BITES, ANDOUILLE FAT TUESDAY SAUCE, ANDOUILLE SAUSAGE, PUB PRETZEL 17 SAUSAGE, ONION STRAWS, FAT TUESDAY SAUCE, PEPPERS, ONIONS BAVARIAN STYLE, SOFT BAKED CREAMY HORSERADISH ealatt 61 0" BUFFALO SALAD 110 / ASIAN CHICKEN CRISP FRIED CHICKEN, BUFFALO SAUCE, RED PEPPERS, CRISP FRIED CHICKEN, NAPPA CABBAGE AND LETTUCE BLE CRUMBLED BLEU CHEESE, RED ONIONS, RANCH DRESSING JICAMA, RED PEPPERS, CRISP FRIED WONTON STRAWS, ASIAN DRESS STEAK SALAD 111 BLACKENED SALMON CAESAR TWO STEAK KABOBS, CRUMBLED BLEU CHEESE, ONIONS, RED PEPPERS, FRESH SALMON SEASONED WITH CAJUN SEASON CRISP FRIED ONION STRAWS, BLEU CHEESE DRESSING FIRESIDE MARTINI SALAD CHOP CHOP 10 SPRING MIX, HOUSEMADE CUCUMBER DRESSING, CHOPPED BACI GRILLED CHICKEN, CUCUMBERS, EGG,TOMATO, BACON, EGG, CRUMBLED BLEU CHEESE, DICED TOMATO, BLACK AND GREEN OLI TOAST ', ALMONDS, WILD RASPBERRY DRESSING HOMEMADE S( I • gtesr B OWL 1 CUF � � � ADD ON CUP 1 1.5 ADD ON HOUSE O SALAD CAESAR SALAD 1 SERVED WITH HOMEMADE POTATO CHIPS, FRENCH FRIES,TATER TOTS OR * 41 SLAW ,Aat-SUB SWEET FRIES, ONION RINGS, FRUIT OR WAFFLE FRIES 11S /' ', ' ;:.. "'` '� emsmooltanscals FRESH FISH TACOS 19.95 WARMING HOUSE 110:5 " & EN 9,95 FAT TUESDAY I I �ESDAY CHICKEN I GRILLED FRESH FISH, CHIPOTLE MAYO HAM, PEPPERONI, CANADIAN HOUSEMADE C•° °4�. SANDWICH 110 BACON, SPRING MIX,TOMATO, Agit CRISP FRIED CHICKEN BREAST, "FA1 FRESH CATCH FISH SANDWICH 113.5 ITALIAN DRESSING " ;$' �� = 1 ?HRH 1.11.9a11-11r. : TUESDAY SAUCE' SPRING MIX, GRILLED FRESH CATCH, SPRING MIX, SLOW COOKED PRIME RIB, PEPPERS, TOMATO TOMATO, CHIPOTLE MAYO SALMON BLT 112.5 :1' ONIONS, BANANA PEPPERS, FRESH SALMON, BACON,SPRING MIX, PROVOLONE BLT 18.5 WALLEYE 112.5 TOMATO, MAYO CRISP BACON,SPRING MIX,TOMA CRISP FRIED WITH SPRING MIX, SitatigterDIP 111.95 MAYO TOMATO,TARTER SAUCE STEAK SANDWICH 115..50 SLOW COOKED PRIME RIB, SWISS ADD EGG 1 .5 8 OZ TOP SIRLOIN, CRUMBLED BLEU CHEESE CLUB 19.95 CHEESE, CARAMELIZED ONIONS, PARMESAN CRUSTED WHEAT BREAD, MUSHROOMS, MAYO CHICKEN BACON RANCH WRAP 19:3 SPRING MIX,TOMATO, HAM,TURKEY, GRILLED CHICKEN, DICED TOMATO, BACON, MAYO, SWISS CHEESE ASIAN SHORT RIB 113x5 LETTUCE, RANCH SHREDDED NAPPA CABBAGE, MEATLOAF MELT 19 CILANTRO, SHREDDED CARROTS AND CHICKEN CLUE 110 AMERICAN CHEESE, TOMATO, JICAMA, ONIONS, MAYO GRILLED CHICKEN BREAST,BACON, CARAMELIZED ONIONS SPRING MIX,TOMATO, MAYO , > FRESH GROUND BEEF, "NEVER FROZEN",SERVED WITH A CHOICE Of HOMEMADE POTATO CHIPS,FRENCH FRIES,TATER TOTS ID R COLE SL, SUB SWEET FRIES„ ONION RINGS, WAFFLE FRIES OR FRESH FRUIT 1 FIRESIDE LUCY 110.95 HAT TRICK 115.95 PATTYMELT 1 STUFFED WITH SMOKED CHEDDAR, CARAMELIZED THREE 1/2 LB BURGERS, SWISS CHEESE, CHEDDAR, MARBLED RYE,AMERICAN CHESSE, SWISS CHEI ONION, CRUMBLED BACON PROVOLONE, 1000 ISLAND DRESSING,SHREDDED CARAMELIZED■NI Lbl IUCE,TOMATO, ONION ♦ - H h �,'`,, GOOD MOR,. ,, t'. .;: . w 11 BBQ BURGER 19.95 CANDIAN BACON, FRIED EGG, CHEDDAR CHE BACON, CHEDDAR, BBQ SAUCE BORING 1 BLACK-N-BLEU 19.95 ADD SWISS, CHEDDAR,AMERIC, &fitifteeli, CAJUN SEASONING, BLEU CHEESE, PROVOLONE, PEPPERJACK CARAMELIZED ONIONS ALL ENTREES SERVED WITH A BLEND OF ROASTED RED POTATOES AND FRESH VEGETABLES 8 OZ SIRLION 116.5 FRESH CATCH (MARKET PRICE) MIXED GRILL 115 CENTER CUT, HERB BUTTER ASK SERVER FOR SELECTION, HERB BUTTER KABOBS OF STEAK, CHICKEN AND FRESH CATCH 6 OZ FRESH SALMON 115 HERB BUTTER PARMESAN WALLEYE 118 ROSEMARY CHICKEN 114.5 2 BONELESS CHICKEN BREASTS GRILLED WITH FRE: ROSEMARY AND HERB BUTTER giemillia Oirjecuzitiol, /ieeiaiti / 2a4t BONELESS ASAIN RIB 115.5 CHICKEN FINGER PLATTER 110.95 CAJUN PASTA 11 SLOW COOKED, BASTED IN HOUSE MADE THAI FRENCH FRIES, COLE SLAW, VARIETY CHICKEN, ANDOUILLE SAUSAGE, ONIONS, PEPPE SAUCE, CILANTRO, BLACK AND WHITE SESAME OF DIPPING SAUCES MUSHROOMS, DICED TOMATO, CAJUN CRE SEEDS, SAUTEED ASIAN FLAVORED VEGETABLES SAL HOMEMADE MEATLOAF 111.5 "BIG KID" MAC AND CHEESE 110.5 ROASTED RED POTATO AND FRESH VEGETABLE SMOKED CHEDDAR, AMERICAN, PROVOLONE SPICY SALMON PASTA i l CHEESES, DICED TOMATO, BACON, BAKED WITH FRESH SALMON, ONIONS, PEPPERS, SLICED FRI BLEND, HOUSE MADE GRAVY SEASONED BREAD TOPPING JALAPENOS, WHITE WINE, CAJUN CREAM SAL FISH AND CHIPS 113.5 CHICKEN ALFREDO 110.5 LINGUINE WITH MEAT SAUCE 19 BEER BATTERED COD, FRENCH FRIES, COLE SLAW FRESH GROUND BEEF, HOMEMADE MARINAI CHOPPED BA IGLUTEN FREE RRFAfl RI INS r PI77A CV!ICT A V All Am c AT A Mme...I A l ,.....v . +.A . —.�..-....,......- _ .. 2 bzza PREPARED ON HOMEMADE THIN CRUST AND COVERED WITH HOMEMADE SPECIAL SAUCE SMALL CHEESE PIZZA 18 LARGE CHEESE PIZZA 110 EXTRA TOPPINGS 1 1.49 EXTRA TOPPINGS 1 1.99 VEGETABLES: FRESH ONIONS, GREEN PEPPERS, RED PEPPERS, BLACK OLIVES, MEAT: ITALIAN SAUSAGE, PEPPERONI, CANADIAN GREEN OLIVES, FRESH SPINACH, JALAPENOS,TOMATOES, BANANA PEPPERS, BACON,GROUND BEEF, BACON, BUFFALO CHICKEN, BBQ CHICKEN SAUERKRAUT,AND PINEAPPLE Fifieedia4 pfrz. FIRESIDE SPECIAL 15.99 1 18.49 BUFFALO CHICKEN 14.99 I 17 ITALIAN SAUSAGE, FRESH MUSHROOMS, GREEN OLIVES, BACON, RANCH, BUFFALO CHICKEN, TOPPED WITH MOZZARELLA CHEI CANADIAN BACON, FRESH CHOPPED ONIONS AND PEPPERONI MAKE THIS OUR SIGNATURE PIZZA BACON CHEESEBURGER 14.99 I 17 A UNIQUE BLEND OF HAMBURGER AND BREAKFAST BACON TOPPED WITH JI THE RIGHT BLEND OF CHEDDAR AND MOZZARELLA.A FIRESIDE FAVOR KISS MY PIZZA 13.99 I 16.49 PREPARED ON OUR HOMEMADE THIN CRUST AND LIGHTLY BASTED WITH OLIVE OIL,TOPPED WITH FRESH SPINACH, GARLIC,TOMATOES AND MOZZARELLA THE FIRESIDE CALZONE 18 CHEESE STUFFED WITH PEPPERONI,SAUSAGE, MUSHROOM AND ONION. BAKED TO P FECTION AND SERVED WITH OUR REDSAUCE. BEYOND GRE Ziadeitt CHOCOLATE FONDUE 18 ICE CREAM SANDWICH 15 IRON HORSE IOTBEER 16 FRESH FRIUT AND POUND CAKE FRESH BAKED CHOCOLATE CHIP COOKIES CHOICE OF ROOTBEER, CREAM SODA, BLACKBERRY ' VIM Clet*_ HOUSE WINE FEATURE 5YCAMoL LANE WHITE ZINFANDEL, CHARDONNAY, PINOT GRIGIO, MERLOT, CABERNET SAUVIGNON GLASS 16 BOTTLE 1 16 WHITE WINES �. , RED WINES JJ MULLER RIESLING .. ... CONQUISTA MALBEC GLASS 16 BOTTLE 118 GLASS 17 BOTTLE [21 MENAGE A TROIS CHARDONNAY MONTEVINA CABERNET SAUVIGNON GLASS 17 BOTTLE 121 .x „. GLASS 1 7 BOTTLE 1 21 MENAGE A TROIS MOSCATO „. BV PINOT NOIR GLASS 17 BOTTLE 121 GLASS 17 BOTTLE 121 2ea *ASK YOUR SERVER ABOUT OUR MONTHLY WINE FEATURE SELECTIONS WILL VARY TAP BOTTLE FIRESIDE AMBER BUD STELLA BUD LIGHT FAT TIRE MICH ULTRA BLUE MOON GUINNESS SUMMIT EPA LABATT BLUE MICHELOB GOLDEN DRAFT LIGHT SAM ADAMS NORDEAST MGD BUD LIGHT HEINEKEN ALASKAN AMBER COORS LIGHT MICHELOB • _,,,., GOLDEN DRAFT LIGHT 1* R.. r MILLER HIGHLIFE ' F''re' t 1 1 y`' f-.! CORONA I-- ` , CORONA LIGHT -----� MILLER LITE BUD LIGHT LIME PBR *GLUTEN FREE BEER AVAILABLE STRONG BOW Vaeltaii PRARIE ORGANIC VODKA COMES FROM A FIFTH-GENERATION FAMILY OF SPIRIT MAKERS IN A PARTNERSHIP WITH A CO-OP OF OVER 900 MINNES FARMERS,CRAFTED FROM ORGANIC#2 YELLOW CORN THAT IS GROWN NEAR THE DISTILLERY;A NATURAL JOURNEY FROM THE EARTH TO THE BO' FIRESIDE BLOODY MARY CAPTAIN'S COCKTAIL BULLEIT MANHATTAN OUR OWN INFUSION OF OPULENT VODKA AND CAPTAIN MORGAN WHITE RUM, COLA AND LIME BULLEIT BOURBON, SWEET VERMOUTH, BITTERS AN PEPPERS GIVE THIS BLOODY THE RIGHT KICK! WITH A CHERRY ALL THE FIXINGS OF COURSE SPICY GIN FIZZ MUDDLED PINEAPPLE, PRARIE ORGANIC GIN, UV CUCUMBER REFRESHER FIRESIDE LEMONADE SRIRACHA VODKA, TOPPED WITH TOSTI SPARKLING MUDDLED STRAWBERRIES, SLICED CUCUMBER, OPULENT VODKA, FRESH BASIL AND STRAWBERRY PINK MOSCATO SLICES PRARIE CUCUMBER VODKA, WITH GINGER ALE IN 6736 Penn - Amend CUP & VAR 7/2014 6736 Penn - Amend CUP & VAR 7/2014 Surrounding Zoning Surrounding Comprehensive Plan 67TH STREET 1 !"', \‘, 67TH STREET --1 I i i 1 MU:C/PAC LDR R;7 MIXED R R R-1 MHD LDR LDR LDR _._ MU-C./PAC R j MIXED W MR-2 R-1 LDR LDR Q TX W MHD ce L......_..., R LU LDR © MU-CJPAC JO (LDR LDR W r., R < R• R'7 DR IAR MIJCED W O W Z \ Q MHD LDR R R \R R Z I R MU-C/PAC R•7 R-1 LDR DR Q LDR W '— © W R IAR LDR w LDR MIXED 0. MHD LDR R Q R MR-2 R-7 UDR LDR O LDR j// I MU-GPAC MHD LDR R R R n i R LDR LDR LDR ��j R-1 LDR LDR LDR R-1 R_j R V� � MHD LDR LDR „ LDR CDR / LDR / 68TH STREET J0 J TPA \68TH STREET R R G2 LDR LDR \ MDR .® I CC R R R LDR R LDR LDR MDR _ 1 R R R R I LDR LDR MDR LDR 1 R`� R LDR ,. --1 i I WR�... MDR 1 it ■ f l 1 1 (Feet 0 50 100 200 300 400 500 I Feet 0 50 100 200 300 400 500 MU-C/PAC-Mixed-Use Community/Penn Avenue Corridor N MIXED-Mixed Use N C-2 General Commercial CC-Community Commercial Y R-Single Family Residential LDR-Low Density Residential R-i-Low-Density Single Family Residential MDR-Medium Density Residential MR-2-Multi-Fami y Residential MHD-Medium-High Density Residential Path:I:\GIS1Community Development\StafftPlanning TeehlProJects16736 Penn Z.mxd Path:I.GIS\Cornmuni Deve g ry IopmentlStafflPiannin Tech‘Projects16736 Penn CP.mxd AGENDA SECTION: OTHER BUS. AGENDA ITEM# 10 REPORT# 145 STAFF REPORT -0,e64#ee,`l CITY COUNCIL MEETING AUGUST 26, 2014 REPORT PREPARED BY: CHERYL KRUMHOLZ, EXEC. COORDINATOR NAME,TITLE OTHER DEPARTMENT REVIEW: ❑ N/at SIG RE i` , it AA REVIEWED BY CITY MANAGER: / / ITEM FOR COUNCIL CONSIDERATION: Consideration of an appointment to fill a youth term on a City advisory commission. I. RECOMMENDED ACTION: • By Motion: Approve the appointment to fill the youth term on a City advisory commission. II. EXECUTIVE SUMMARY The Advisory Board of Health, Human Rights Commission and Friendship City Commission have youth members. Terms are effective upon appointment through August 31, 2015. At this time, the Friendship City Commission has one vacancy. The other two commissions do not have youth term vacancies. An applicant was interviewed at a Special City Council Meeting on August 26, 2014. III. BASIS OF RECOMMENDATION A. BACKGROUND • N/A. B. POLICY 1112Commsisionxxx • The City advisory commissions were established by City ordinance or resolution. • An interview was conducted at a Special City Council Meeting on August 26, 2014. C. CRITICAL TIMING ISSUES • Terms are effective upon appointment through August 31, 2015. D. FINANCIAL • N/A E. LEGAL • The Special City Council Meeting was posted in accordance with the open meeting law requirements. F. ENVIRONMENTAL CONSIDERATIONS • N/A IV. ALTERNATIVE RECOMMENDATIONS) • The City Council could defer the appointment to a future City Council Meeting. V. ATTACHMENTS • None. VI. PRINCIPAL PARTIES EXPECTED AT MEETING • None.