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HomeMy WebLinkAbout02/28/2019 Meeting M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 F ebruary 28, 2019 C IT Y C O UN C IL REG ULA R MEET IN G T EN TAT IVE A G EN D A 7:00 P M 1.C all to Order and Pledge 2.Approve Agenda 3.Audience - 10 Minutes Total Time Limit - For Items N O T on this Agenda A.Galaxie Library Update 4.Approve C onsent Agenda Items C onsent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda f or consideration. A.Approve Minutes of February 14, 2019, Regular Meeting B.Adopt Resolution Designating Dakota C ounty Tribune as Official Newspaper for 2019 C .Receive Cemetery Advisory Committee 2018 Annual Report D.Continue Appeal of Zoning Administrator's Ruling that Residential Use is not Permitted Use on Property Zoned “BP” (Business Park) for Property Located at 5751 150th Street West (C SA H 42) to April 25, 2019 (Tabled f rom December 13, 2018) E.Waive Second Reading and Pass Ordinance Amending C hapter 51 of the City C ode Adding Section 51.66 - Septic Tank Maintenance: Inspection and Pumping Requirements F.Approve Design Agreement with Pulte Homes of Minnesota, LLC , for Design Services of Public Infrastructure Relating to Proposed Project 2018-170, T he Shores G.Approve Agreement with Pro-Tec Design, Inc., for C entral Maintenance Facility Security Camera System H.Approve Agreement with Pro-Tec Design, Inc., for Valleywood Security Camera System I.Uponor N A, Inc. - Minnesota Investment Fund (MIF) 1. Authorize Submittal of MIF 1 Grant Amendment to Allow 60-Day Extension 2. Approve Final Payment of MIF 1 upon Receipt and Acceptance of Final Reporting Documents J .Approve Acceptance and Final Payment on Agreement with Birch Tree Care for Project 2019-112, 2019 Ash Tree Removals K.Approve Acceptance and Final Payment on Agreement with Schad Tracy Signs, Inc., for Fire Station 1 Digital LED Monument Sign L.Approve Personnel Report M.Approve Claims and Bills 5.Regular Agenda Items A.Update on Apple Valley Beyond the Yellow Ribbon Network B.Adopt Resolution Denying Springs at C obblestone Lake Sign Setback and Height Variances, at 15899 Elmhurst Lane C .Time Square Shopping Center - Portillo's 1. Approve Design Agreement for Cedar Retail Addition 2. Adopt Resolution Approving Cedar Retail Addition Final Plat and Development Agreement 3. Adopt Resolution Approving Conditional Use Permit for Drive- T hrough Lane in C onjunction with C lass-II Restaurant 4. Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 2 Block 1, C edar Retail Addition 5. Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 3, Block 1, Cedar Retail Addition 6. Adopt Resolution Approving 11.5 Ft. Side Setback Variance (from 15 Ft. to 3.5 Ft.) on Lot 2, Block 1, Cedar Retail Addition 7. Adopt Resolution Approving Site Plan/Building Permit Authorization for 8,300 Sq. Ft. Restaurant on Lot 3, Block 1, C edar Retail Addition 8. Adopt Resolution Approving Site Plan/Building Permit Authorization for Existing Structure on Lot 2, Block 1, C edar Retail Addition D.Adopt Resolutions Reappointing Economic Development Authority Member, Commissioners, and Committee Members 1. Economic Development Authority Member 2. Cemetery Advisory Committee Members 3. Parks & Recreation Advisory Committee Members 4. Planning C ommissioners 5. Telecommunications Advisory C ommittee Members 6. Traffic Safety Advisory Committee Members 7. Urban Affairs Advisory Committee Members 6.Staff and C ouncil C ommunications 7.Approve C alendar of Upcoming Events 8.Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the C ity's website at www.cityof applevalley.org The Library Today Visitors Items Borrowed Online Access Website Traffic Visitors Items Borrowed Online Access Website Traffic Visitors Items Borrowed Online Access Website Traffic Visitors Items Borrowed Online Access Website Traffic The Library Tomorrow I T E M: 4.A. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Minutes of F ebruary 14, 2019, Regular Meeting S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the minutes of the regular meeting of February 14, 2019. S UM M ARY: T he minutes from the last regular C ity C ouncil meeting are attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY Dakota County, Minnesota February 14, 2019 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held February 14, 2019, at 7:00 o’clock p.m., at Apple Valley Municipal Center. PRESENT: Councilmembers Bergman, Goodwin, Grendahl, and Hooppaw. ABSENT: Mayor Hamann-Roland. City staff members present were: City Administrator Lawell, City Clerk Gackstetter, City Attorney Margarit, City Engineer Anderson, Parks and Recreation Director Bernstein, Police Captain Francis, Assistant City Administrator Grawe, Human Resources Manager Haas, Finance Director Hedberg, Community Development Director Nordquist, Police Chief Rechtzigel, Acting Fire Chief Russell, and Public Works Director Saam. Acting Mayor Goodwin called the meeting to order at 7:01 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Bergman, seconded by Hooppaw, removing item 5.A – Time Square Shopping Center – Portillo’s, from the regular agenda, and approving the agenda for tonight’s meeting, as amended. Ayes - 4 - Nays - 0. AUDIENCE Acting Mayor Goodwin asked if anyone was present to address the Council, at this time, on any item not on this meeting’s agenda. No one requested to speak. CONSENT AGENDA Acting Mayor Goodwin asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Grendahl, seconded by Hooppaw, approving all items on the consent agenda with no exceptions. Ayes - 4 - Nays - 0. CONSENT AGENDA ITEMS MOTION: of Grendahl, seconded by Hooppaw, approving the minutes of the regular meeting of January 24, 2019, as written. Ayes - 3 - Nays - 0 - Abstain -1 (Grendahl). MOTION: of Grendahl, seconded by Hooppaw, , adopting Resolution No. 2019-11 accepting, with thanks, the donation of cash and prizes from various businesses toward sponsorship of the Mid-Winter Fest celebration. Ayes - 4 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota February 14, 2019 Page 2 MOTION: of Grendahl, seconded by Hooppaw, approving the reduction of financial guarantees for Quarry Ponds Fifth Addition from $122,414.00 to $76,714.00, as listed in the Community Development Department Assistant’s memo. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, authorizing acceptance of a Source Water Protection Competitive Grant from the Minnesota Department of Health, in an amount of $10,000.00, and authorizing the Public Works Superintendent – Utilities to sign the grant agreement. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the 2019 annual commercial extraction permit for Fischer Sand & Aggregate, LLP, subject to adhering to all applicable City ordinances and approved conditional use permits; and authorizing the City Administrator to consider and approve a limited number of modifications to hours of hauling outside of those hours permitted by City Code and approved conditional use permit, upon request by the permit holder. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-12 authorizing submittal of Comprehensive Plan 2030 Land Use Map Amendment to Metropolitan Council re-designating the southwest 9.9 acres of the North ½ of the Southeast ¼ of Section 35, from “LD” (Low Density Residential/2-6 units per acre) and “HD” (High Density Residential/12+ units per acre) to “MD” (Medium Density Residential/6-12 units per acre). Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-13 accepting easements for Project 2016-138, Signal Modifications at 140th Street and Galaxie Avenue. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-14 approving plans and specifications for Project 2019-101, 2019 Street and Utility Improvements; and authorizing advertising for receipt of bids, at 10:00 a.m., on March 12, 2019, via a posting on the City’s website and Quest Construction Data Network. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-15 approving plans and specifications for Project 2019-105, 2019 Street Improvements; and authorizing advertising for receipt of bids, at 10:30 a.m., on March 12, 2019, via a posting on the City’s website and Quest Construction Data Network. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-16 approving plans and specifications for Project 2019-114, Family Aquatic Center Pool Shell Repair; and authorizing advertising for receipt of bids, at 10:00 a.m., on February 28, 2019, via a posting on the City’s website and Quest Construction Data Network. Ayes - 4 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota February 14, 2019 Page 3 MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-17 approving plans and specifications for Project 2019-121, Lebanon Cemetery Boundary Fence; and authorizing advertising for receipt of bids, at 10:30 a.m., on March 12, 2019, via a posting on the City’s website and Quest Construction Data Network. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, adopting Resolution No. 2019-18 awarding the agreement for Project 2019-115, Mowing and Trimming Services 2019-2020, to Executive Outdoor Services, LLC, the lowest responsible bidder, for a first year cost of $110,400.00 and a second year cost of $114,675.00, including Alternate #1 for additional mowing of Lebanon Cemetery as needed at $415.00 per occurrence. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the Memorandum of Agreement with AFSCME Local No. 479, establishing the 2019 City maximum monthly contribution toward employee group health benefits, as attached to the Human Resources Manager’s memo, and authorizing execution of the necessary documents. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the Memorandum of Agreement with AFSCME Local No. 479, establishing Health Care Savings Plan participation for represented employees, as attached to the Human Resources Manager’s memo, and authorizing execution of the necessary documents. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the Agreement for Project 2018- 156, Apple Valley Sports Arena 2019 Ice System Replacement – Dasher Boards, with Becker Arena Products, Inc., in the amount of $148,553.68, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the Agreement for Project 2018- 156, Apple Valley Sports Arena 2019 Ice System Replacement – Sound System, with Sports Technology, Inc., in the amount of $46,157.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, accepting Liquor Store 3 Digital LED Pylon Sign, as complete and authorizing final payment on the agreement with Schad Tracy, Inc., in the amount of $29,074.00. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, approving the personnel actions as listed in the Personnel Report dated February 14, 2019. Ayes - 4 - Nays - 0. MOTION: of Grendahl, seconded by Hooppaw, to pay the claims and bills, check registers dated January 16, 2019, in the amount of $2,402,132.40; January 24, 2019, in the CITY OF APPLE VALLEY Dakota County, Minnesota February 14, 2019 Page 4 amount of $965,713.78, and January 30, 2019, in the amount of $609,236.03. Ayes - 4 - Nays - 0. END OF CONSENT AGENDA PARKS AND RECREATION ADVISORY COMMITTEE VACANCIES Acting Mayor Goodwin introduced this item. MOTION: of Grendahl, seconded by Bergman, accepting the resignation of Parks and Recreation Advisory Committee Member Ben Van Gundy and the completion of service of Parks and Recreation Advisory Committee Member Jessica Montgomery and thanking them for their dedicated service to the City of Apple Valley, directing staff to post the Parks and Recreation Advisory Committee vacancy, and inviting individuals interested in serving on the Committee to submit an application to the City Clerk by March 29, 2019. Ayes - 4 - Nays - 0. Ms. Gackstetter summarized the duties of the Parks and Recreation Advisory Committee and said applications are available on the City’s website. Individuals interested in serving on this Committee should submit an application to the City Clerk by March 29, 2019. COMMUNICATIONS Councilmember Bergman thanked City maintenance staff for the good job plowing snow. Councilmember Hooppaw also thanked the Police and Fire Departments, who had to battle the snow. Councilmember Bergman then reminded residents to clear the snow away from fire hydrants so they are visible and accessible to the Fire Department. Mr. Lawell reminded the public that applications for the Urban Affairs Advisory Committee vacancy are being accepted through March 1, 2019. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Bergman, approving the calendar of upcoming events as included in the Deputy City Clerk’s memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 4 - Nays - 0. MOTION: of Hooppaw, seconded by Bergman, to adjourn. Ayes - 4 - Nays - 0. The meeting was adjourned at 7:13 o’clock p.m. CITY OF APPLE VALLEY Dakota County, Minnesota February 14, 2019 Page 5 Respectfully Submitted, /s/ Pamela J. Gackstetter Pamela J. Gackstetter, City Clerk Approved by the Apple Valley City Council on . Mary Hamann-Roland, Mayor I T E M: 4.B. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A dopt Resolution Designating Dakota County Tribune as Official Newspaper for 2019 S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Adopt the resolution designating the Dakota C ounty Tribune as the official newspaper of the City of Apple Valley for the remainder of 2019. S UM M ARY: Minnesota Statutes § 412.831 requires that the City C ouncil designate a legal newspaper of general circulation in the C ity as its official newspaper. O n J anuary 10, 2019, the City Council designated the Apple Valley Sun Thisweek as the C ity of Apple Valley's official newspaper for 2019. T he Apple Valley Sun Thisweek and the Dakota C ounty Tribune, both owned by EC M Publishers, Inc., have been combined under one banner. As of February 22, 2019, the Dakota C ounty Tribune will be the official name of the newspaper serving Apple Valley, Rosemount, and Farmington. T h e Dakota County Tribune meets the requirements for a qualified newspaper under Minnesota Statutes § 331A.02. Staff is recommending the C ity C ouncil designate the Dakota County Tribune as the City’s official newspaper for the remainder of 2019. Ordinances, financial reports, and other information as required by law, as well as matters the Council deems advisable shall be published in the C ity’s designated official newspaper. B AC K G RO UND: N/A B UD G E T I M PAC T: Printing/publishing costs for legal notices are included in the 2019 budget. AT TAC HM E NT S : Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION DESIGNATING THE 2019 OFFICIAL CITY OF APPLE VALLEY NEWSPAPER WHEREAS, Apple Valley Sun Thisweek newspaper was designated as the official City newspaper for 2019; and WHEREAS, ECM Publishers, Inc., publisher of both the Apple Valley Sun Thisweek and Dakota County Tribune has decided to combine these newspapers; and WHEREAS, ECM Publishers, Inc., will begin publishing a combined newspaper serving the Cities of Apple Valley, Rosemount, and Farmington, called the Dakota County Tribune beginning on February 22, 2019; and WHEREAS, Dakota County Tribune will honor the same terms and rates for 2019 as previously agreed to for publication in the Apple Valley Sun Thisweek; and WHEREAS, Dakota County Tribune qualifies as an official newspaper of the City, pursuant to State law; provides publication of legal notices in a newspaper widely distributed in the City. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Dakota County Tribune be and hereby is designated as the official newspaper of the City of Apple Valley beginning February 22, 2019. ADOPTED this 28th day of February, 2019. Mayor Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk I T E M: 4.C. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: Receive Cemetery A dvisory Committee 2018 A nnual Report S taff Contact: Cheryl Groves, Public Works/Cemetery Administrative Coordinator Department / Division: P ublic Works Department AC T I O N RE Q UE S T E D: Receive the Cemetery Advisory Committee 2018 Annual Report. S UM M ARY: Each year, the Cemetery Advisory C ommittee issues an annual report to the C ity C ouncil summarizing the operations of Lebanon Cemetery. SA LES A N D REVEN UE In 2018, there were 62 lot and niche sales. T hese sales were provided to 43 Apple Valley residents and 19 non-residents. T here were 35 burials, including 15 traditional and 20 cremation interments in 2018. Below is a summary of annual revenue from lot/niche/boulder sales and fees for the cemetery based on revenue data provided by the Finance Department. Year Rev enue 2018 $153,997 2017 $194,653 2016 $170,329 2015 $142,971 2014 $123,561 2013 $116,575 2012 $118,020 2011 $114,365 2010 $89,695 Av erage $136,018 Attached for your review are the Activity Report, Quarter Activity C omparison, and Lot Sales and Burials Since 2000. IN VEN TO RY UPD AT E T he C emetery Advisory C ommittee reviewed the inventory of burial lots. In the currently plotted additions (not including the original cemetery), there are 416 in-ground sites available. Of these, 156 are sized for full-body burials, and 260 are sized for cremation burials. T he three columbaria contain a total of 144 double niches and 84 single niches. Of these, 35 double niches and 27 single niches remain to be sold. Approximately 27 percent of the niches are available for sale. SIT E IMPRO VEMEN T S T he entrance driveway from Embry Path into the cemetery was constructed along with reconstruction of the interior roads and maintenance pad. Additional storm structures were installed, curb and gutter was added, electrical conduit was trenched in for more lights and two yard hydrants were added with protective bollards. T he chain link fence along the southern boundary was also completed this fall. Restoration work needs to be completed in the spring for the road work that was done in fall of 2018. C rews mulched the area to provide erosion protection over winter. Extending the existing fence and installing additional irrigation and trees are the major projects planned for 2019. MA IN T EN A N C E Maintenance of the cemetery is a year-around endeavor. Routine winter maintenance consisted of plowing cemetery roads and parking lot and clearing the columbaria feature. With the coming of spring, crews swept the roads and parking lot; repaired damaged sod; top dressed and hydro-seeded settled graves; unwrapped the trees; touched up the wood chips around the trees; trimmed shrubs; prepared flower beds for planting; and picked up litter. Annual flowers were planted in front of the flag poles at the main entrance. Perennial plantings have replaced some of the annual beds to reduce maintenance. Summer maintenance included regular mowing, watering trees and shrubs as needed, litter collection, fertilizing, weeding flower beds, trimming plantings, top dressing and seeding settled graves, and the removal of unapproved memorials. In fall, fertilizer and broadleaf herbicide were applied to turf areas. Shrubs and trees were trimmed. Small trees were wrapped and annual flowers were removed. Dormant seeding was done in late fall. A thorough pickup of litter and removal of unapproved memorials was done before the winter season. C EMET ERY REC O RD S Cemetery records were reviewed by staff for accurate and consistent information and format. Cemetery data is managed within the C artegraph Operation Management Software (O MS) program with electronic maps embedded in the software. T he upgrade from Navigator to O MS was accomplished this fall. Staff is now able to access records and maps in the field. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A AT TAC HM E NT S : Background Material I T E M: 4.D. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: Continue A ppeal of Zoning Administrator's Ruling that Residential Use is not P ermitted Use on P roperty Zoned “B P ” (B usiness P ark) for P roperty L ocated at 5751 150th Street West (C S A H 42) to April 25, 2019 (Tabled from December 13, 2018) S taff Contact: Thomas L ovelace, City Planner Department / Division: Community Development Department Applicant: Miller Farms of L akeville, L L C P roject Number: P C18-22-M Applicant Date: 8/22/2018 60 Days: 120 Days: AC T I O N RE Q UE S T E D: A motion to continue to table the Appeal to the Zoning Administrator's Ruling that Residential Use is not a permitted use on property zoned "BP" (Business Park) for perperty located at 5751 150th Street West (C SA H 42) to the April 25, 2019, City C ouncil meeting. S UM M ARY: T he attorney for the appellant, Miller Farms of Lakeville, LLC , has requested that the Appeal to the Zoning Administrator's Ruling be continued to the C ity C ouncil meeting of April 25, 2019. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A AT TAC HM E NT S : L etter Larkin HoJfu"*#Larkin Hoffinan 8300 Norman Center Drive Suite 1000 Minneapolis, Minnesota 55437 -1060 GENERAT.: 952-835-3800 FAx: 952-896-3333 WEB: www.larkinhoffman.com February 21,2019 Mr. Thomas J. Lovelace City Planner City of Apple Valley 7100 ru7th Street W. Apple Valley, MN 55124-9016 Miller Farms of Lakevill e, LLC - 57 51 150th Street West Appeal to Apple Valley Board of Appeals and Adjustment; Extension of Minn. Stat. Sec. 15.99 Time Limit Dear Mr. Lovelace We represent Miller Farms of Lakeville, LLC in the above matter and hereby request an extension of the time limit for City action under Minnesota Statutes section 15.99 to April25, 2019. Thank you. We appreciate your cooperation with this request. Sincerely, Jacob W. Steen,for Larkin Hoffrnan Re Direct Dial Email: cc 952-896-3239 j ste en@ I arkinho ffinan. com Joseph Miller Pamela Gackstetter, City Clerk Mike Dougherty, City Attomey Sharon Hills, City Attomey Bruce Nordquist, Community Development Director 4829-1772-6600, v. 1 I T E M: 4.E. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: Waive S econd Reading and Pass Ordinance A mending Chapter 51 of the City Code Adding S ection 51.66 - Septic Tank Maintenance: I nspection and P umping Requirements S taff Contact: Matt Saam, Public Works Director Department / Division: B uilding I nspections Division AC T I O N RE Q UE S T E D: Waive the second reading, and pass the ordinance amending C hapter 51 of the City C ode adding Section 51.66 - Septic Tank Maintenance: Inspection and Pumping Requirements. S UM M ARY: T his ordinance amendment is to adopt subsurface sewage treatment system or (S ST S) State regulations into C ity C ode. T he amendment specifically provides for the submittal of an inspection and/or pumping report to the C ity for all septic systems within Apple Valley. We currently have 35 residential septic systems and 7 commercial holding tanks. All 42 would be subject to the ordinance change. B AC K G RO UND: T he C ity C ode provisions, as read today, require a 3-year pumping/maintenance schedule for those systems under a “management plan” which is required for any new or replacement systems. Most systems in the C ity are existing and do not have a management plan. T hus, as the C ode reads, those SS T S are not subject to the 3-year pumping. Of course, that is not the intent of the City’s program. T he C ity has followed and enforced the previous (SST S) ordinance, but the Code was silent to the reporting mandate. T his amendment provides for the submittal of an inspection and/or pumping report to the C ity no less frequently than every three years for all systems. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Ordinance CITY OF APPLE VALLEY ORDINANCE NO. _____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE V OF THE CITY CODE, ENTITLED “PUBLIC WORKS,” BY ADDING SECTION 51.66 REGARDING MAINTENANCE REGULATIONS OF SUBSURFACE SEWAGE TREATMENT SYSTEMS (SSTS) The City Council of Apple Valley ordains: Section 1. Chapter 51 of the Apple Valley City Code is hereby amended by adding Section 51.66 to read as follows: § 51.66 SEPTIC TANK MAINTENANCE: INSPECTION AND PUMPING REQUIREMENTS. (A) The owner of an SSTS located within the City shall regularly, but in no case less frequently than every three years: (1) Inspect and assess whether the system’s sewage tank(s) leak below the designed operating depth and whether sewage tank tops, riser joints, and riser connections leak through visual evidence of major defects; (2) Inspect, measure and remove, if necessary, the accumulations of scum, grease, and other floating materials and solids at the top of each septic tank and compartment, along with the sludge, which consists of the solids denser than water; and (3) Submit to the City an inspection and maintenance report verifying the requirements of this Section have been met. (B) The inspection and removal/pumping of solids, if necessary, shall be conducted by a licensed SSTS service provider. A report verifying the inspection and removal shall be submitted to the City within 10 days of the required maintenance hereunder. (C) The removal/pumping of solids accumulation shall be done based on removal requirements set forth in Minnesota Rules, Part 7080.245. Section 2. Effective Date. This ordinance shall take effect upon its passage and publication. PASSED by the City Council this ____ day of _________, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk I T E M: 4.F. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Design Agreement with P ulte Homes of Minnesota, L L C, for Design S ervices of P ublic I nfrastructure Relating to Proposed Project 2018-170, The Shores S taff Contact: B randon A nderson, City Engineer Department / Division: E ngineering Division AC T I O N RE Q UE S T E D: Approve Design Agreement with Pulte Homes of Minnesota, LLC, for design services of public infrastructure relating to the proposed Project 2018-170, T he Shores. S UM M ARY: Attached for consideration is a Design Agreement with Pulte Homes of Minnesota for engineering design of public infrastructure to serve the proposed T he Shores development. Pulte Homes of Minnesota has requested that design efforts for infrastructure serving the site proceed prior to their receipt of final approvals for the development. T he scope of design included in the agreement covers the following public infrastructure improvements associated with the development: • Sanitary sewer and services • Water main and services All costs associated with design work would be funded by Pulte Homes of Minnesota per the attached Design Agreement. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A AT TAC HM E NT S : Agreement I T E M: 4.G. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Agreement with P ro-Tec Design, I nc., for Central Maintenance F acility Security Camera S ystem S taff Contact: Charles Grawe, A ssistant City A dministrator Department / Division: Administration / I nformation Technologies AC T I O N RE Q UE S T E D: Approve the agreement with Pro-Tec Design, Inc., for C entral Maintenance Facility Security Camera System in the amount of $26,418.22. S UM M ARY: T he C ity has been migrating its building surveillance cameras and recording systems onto a common platform. T he existing cameras at the C entral Maintenance Facility are on a server platform that the City intends to decommission. A number of areas are currently not covered with cameras that need camera coverage. T his project would replace and add cameras to the Central Maintenance Facility and connect them to the City's network. B AC K G RO UND: Security surveillance is a critical part of the City's security systems. T he City is migrating all of its site surveillance to a common system that can be easily monitored over the C ity's network. T his project covers the C entral Maintenance Facility in a total amount of $26,418.22. T he goods and services are being purchased through the State of Minnesota purchasing contract S-813(5). Staff intends to use the City's standard contract form. Staff recommends approval of a standard form agreement with Pro-Tec Design, Inc. for Central Maintenance Facility Security C amera System in the amount of $26,418.22. B UD G E T I M PAC T: T he $26,418.22 would come from the C able T V Capital Fund which is providing funds for the camera project this year. I T E M: 4.H. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Agreement with P ro-Tec Design, I nc., for Valleywood S ecurity Camera System S taff Contact: Charles Grawe, A ssistant City A dministrator Department / Division: Administration / I nformation Technologies AC T I O N RE Q UE S T E D: Approve the agreement with Pro-Tec Design, Inc., for Valleywood Security C amera System in the amount of $21,234.96. S UM M ARY: T he C ity has been migrating its building surveillance cameras and recording systems onto a common platform. T he existing cameras at Valleywood are analog and not compatible with the City's new camera standards. T his project would replace existing cameras and add one camera at Valleywood and connect them to the City's network. B AC K G RO UND: Security surveillance is a critical part of the City's security systems. T he City is migrating all of its site surveillance to a common system that can be easily monitored over the C ity's network. T his project covers Valleywood in a total amount of $21,234.96. T he goods and services are being purchased through the State of Minnesota purchasing contract S-813(5). Staff intends to use the C ity's standard contract form. Staff recommends approval of a standard form agreement with Pro-Tec Design, Inc. for Valleywood Security Camera System in the amount of $21,234.96. B UD G E T I M PAC T: T he $21,234.96 would come from the C able T V Capital Fund which is providing funds for the camera project this year. I T E M: 4.I . C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: Uponor NA , I nc. - Minnesota I nvestment F und (MI F ) S taff Contact: A lex Sharpe, Planner and Economic Development S pecialist Department / Division: Community Development Department Applicant: A lex Sharpe P roject Number: Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: 1. Authorize Mayor and C ity Clerk to sign grant amendment for Uponor Minnesota Investment Fund 1 to allow for a 60-Day extension. 2. Approve final payment of $500,000 for Minnesota Investment Fund 1 to Uponor N A, Inc., upon receipt and acceptance of final reporting documents as required in Minnesota Investment Fund agreement C D A P-15-003-5-FY16. S UM M ARY: In 2015 the C ity of Apple Valley applied for, and was awarded a Minnesota Investment Fund (MIF), forgivable loan of $500,000 on behalf of Uponor North America. T he forgivable loan required that Uponor create a minimum of 82 new job positions at $21.75 per hour with benefits by December 31, 2018. To date, Uponor has created 174 jobs in Apple Valley, and 393 jobs in Minnesota, far exceeding the requirements. T he agreement requires that Uponor and the C ity report each year the wage and growth of the company, and if all requirements are met the loan is forgivable, meaning no repayment is required. Uponor has adopted the policy of not accepting funds until after the final reporting date, December 31, 2018. T his is to ensure they have met all requirements, and are able to accept the funds as a grant. Once final reporting is complete, all supplemental documents such as actual payroll reports, project receipts and approval from the parent company, Uponor Inc, (located in Finland) is required for the closeout and final payment. T he agreement requires these actions to be taken prior to March 1, 2019. Uponor has been working diligently to collect all required documents, but is seeking additional time due to the requirement for approval from the Finnish office. T he Minnesota Department of Employment and Economic Development (D EED) has stated they are supportive of a 60-day extension of the agreement to allow for Uponor to collect remaining documents, and receive its parent company approval. Since the City submitted the MIF application on behalf of Uponor, the City is required to submit the extension request, which is one of two actions. T he second action is authorizing the disbursement of $500,000 from D EED in accordance with the agreement. B AC K G RO UND: In 2015 when the City applied for the MIF funding, Uponor had 475 jobs in Minnesota. As of December 31, 2019, Uponor has 866 jobs in Minnesota and 647 of those are located in Apple Valley. In 2017 the C ity applied for MIF 2 as part of the Uponor annex expansion. T his MIF agreement required the addition of 66 new jobs in Apple Valley at $25.00 an hour with benefits by December 31, 2020. To date, Uponor has created 50 of those jobs. B UD G E T I M PAC T: Uponor has exceeded their employment requirements and D EED will release $500,000 to the City for disbursement. T here is no impact to the City Budget. AT TAC HM E NT S : Agreement Rev. 6/11 Amendment # 1 for Grant Agreement#CDAP-15-0003-H-FY16 Contract Start Date: 03/25/2016 Total Contract Amount: $500,000 Original Contract Expiration Date: 03/01/2019 Original Contract: $500,000 Current Contract Expiration Date: 03/01/2019 Previous Amendment(s) Total: $NA Requested Contract Expiration Date: 05/01/2019 This Amendment: $NA This amendment is by and between the State of Minnesota, through its Commissioner of Minnesota Department of Employment and Economic Development (“State”) and City of Apple Valley, 7100 147th Street West, Apple Valley, MN 55124 (“Grantee”). Recitals 1.The State has a grant contract with the Grantee identified as CDAP-15-0003-H-FY16, to provide $500,000 to City of Apple Valley to assist Uponor Corporation in its expansion. 2. The agreement is being amended to allow additional time for the City of Apple Valley and Uponor Corporation to gather all the required information for section 4 of the Grant Contract, “Consideration of payment” and closeout of project. 3.The State and the Grantee are willing to amend the Original Grant Contract as stated below. Grant Contract Amendment REVISION 1. Grant Contract, 1. Term of Contract, 1.4 Expiration Date, is amended as follows: 1.4 Expiration Date: March 1, 2019, May 1 2019 1. STATE ENCUMBRANCE VERIFICATION 3. STATE AGENCY Individual certifies that funds have been encumbered as Individual certifies the applicable provisions of Minn. Stat. required by Minn. Stat. §§16A.15 and 16C.05.§16C.08, subdivisions 2 and 3 are reaffirmed. Signed: ____________________________________________ By: ____________________________________________ (with delegated authority) Date: ____________________________________________ Title: ____________________________________________ Grant Contract No. A- __________________________________ Date: ____________________________________________ 2.GRANTEE The Grantee certifies that the appropriate person(s) have executed the grant contract on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances By: ____________________________________________ By: ________________________________________________ Mary Hamann-Roland Pamela J. Gackstetter Title: Mayor Title: City Clerk Date: ____________________________________________ Date: ________________________________________________ Distribution: Agency Contractor State’s Authorized Representative - Photo Copy 109411 PR 44079 PO 3000251927 2/14/19 I T E M: 4.J . C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Acceptance and Final P ayment on Agreement with B irch Tree Care for Project 2019- 112, 2019 A sh Tree Removals S taff Contact: J essica Schaum, Natural Resources Coordinator Department / Division: Natural Resources Division AC T I O N RE Q UE S T E D: Approve acceptance and final payment on agreement with Birch Tree Care for Project 2019- 112, 2019 Ash Tree Removals, for a contract total of $59,024.00. S UM M ARY: Birch Tree C are has requested final payment of $59,024.00 for the ash tree removals project. T his is the first and final payment request for Project 2019-112. T he contractor has met all obligations and performed services in a professional and satisfactory manner. B AC K G RO UND: On November 29, 2018, the C ity C ouncil approved an agreement with Birch Tree Care to remove 136 ash trees from the public right-of-way in various locations in the City. B UD G E T I M PAC T: Funds for this project were included in the 2019 Public Works Admin/Natural Resources budget. Some supplemental grant funds from the Minnesota Department of Natural Resources will help offset a portion of this project. AT TAC HM E NT S : F inal Pay Documents I T E M: 4.K. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Acceptance and Final P ayment on Agreement with S chad Tracy S igns, I nc., for F ire S tation 1 Digital L E D Monument S ign S taff Contact: Charles Grawe, A ssistant City A dministrator Department / Division: Administration / I nformation Technologies AC T I O N RE Q UE S T E D: Approve acceptance and final payment with Schad Tracy Signs, Inc., for Fire Station 1 Digital LED Monument Sign in the amount of $19,040.00. S UM M ARY: T he previous monument sign at Fire Station 1 was in need of replacement. Staff believes that the replacement sign with a message board capability will offer enhanced services to the public and an alternative way to inform the public of important C ity information, reaching those people driving on C ounty Road 42. B AC K G RO UND: On September 13, 2018, the C ity Council approved an agreement with Schad Tracy signs in the amount of $38,080.00 for installation of the new Digital LED Monument Sign at Fire Station 1. Staff recommends the City Council approve acceptance and final payment on agreement with Schad Tracy Signs, Inc., in the amount of $19,040.00. B UD G E T I M PAC T: Funds of $41,804 were encumbered and for this project in previous years and were carried into the 2018 Fire operating budget. AT TAC HM E NT S : F inal Pay Documents I nvoice ..CITY OF APPLE VALLEY, MINNESOTAAPPLICATION FOR PAYMENT DATE: l�C\\19 . FOR PERIOD: ____ _ PROJECT: hwkvall1�n:s1nh'<n Fr6m __ To __ _ CONTRACTOR: f:ihr� \fO,CL/ SIC\fD REQUEST FOR PAYMENT NO. 7.. ADDRESS: �t) ID{, 3Sl _ . Dw\IlDt\\J\D S:-f!.l Qb SUMMARY: 1.Original Contract Amount 2.Change Order -ADDITION 3.Change Order -DEDUCTION 4.Revised Contract Amount 5.Total Completed and Stored to Date 6.Less Retainage ___ % 7.Total Earned Less Retainage 8.Less Amount Paid Previously $ $ C) 0 9.AMOUNT DUE THIS CURRENT REQUEST $ -::f6. o?DlD ' $ -36, cg:;.tn $ '7?7> OlOiLu $ 0 $ ____ _ $ \CLC}dD.Cu $ \9 (Cy0lCD The undersigned Contractor certifies that to the best of his knowledge, information and belief,the work covered by this application for payment has been completed in accordance with the contract documents, that all amounts have been paid by him for work for which previous payments were received from the City and that current payment shown herein is now due. Contractor: -'='"--"="-, . ....:.,,..:;:·..._·""'"t -+-_,_,___.,.,_""'"""".:::+-_,_·-"--'->-4-L�L----- Recommended for Payment By: _____________ _ ATTACH ITEMIZED INVOICE Title: --------------Date: -------------- I T E M: 4.L . C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove P ersonnel Report S taff Contact: Melissa Haas, Human Resources Manager Department / Division: Human Resources Division AC T I O N RE Q UE S T E D: Approve the personnel report. S UM M ARY: T he employment actions attached to this memo are recommended for City C ouncil Approval. B AC K G RO UND: T he City Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. B UD G E T I M PAC T: Budgeted positions. AT TAC HM E NT S : Personnel Report PERSONNEL REPORT February 28, 2019 City of Apple Valley Human Resources EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Name Last Name Action Position Status Dept. Base Pay Rate Pay Type Pay Scale Date (on or about) Arthrea Cunningham Hire Sales Clerk Casual, Variable Hour 5020 $ 12.00 Hourly L-1 2/16/2019 Carmen Watkins Hire Facility Supervisor Casual, Variable Hour 1900 $ 16.95 Hourly C-08 2/14/2019 Dave Willman Acting Assignment Fleet Mechanic Full-Time, Regular 1530 $ 32.01 Hourly UFM 3/2/2019 Sam Wright Hire Facility Attendant Casual, Variable Hour 1900 $ 10.30 Hourly C-01 2/16/2019 The Council’s approval of the Personnel Report includes the ratification of the City Administrator’s actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 1 I T E M: 4.M. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Consent A genda Description: A pprove Claims and B ills S taff Contact: Ron Hedberg, Finance Director Department / Division: Finance Department AC T I O N RE Q UE S T E D: Approve claims and bills. S UM M ARY: Attached for C ity C ouncil review and approval are check registers for recent claims and bills. B AC K G RO UND: N/A B UD G E T I M PAC T: Check registers dated February 6, 2019, and February 14, 2019, in the amounts of $485,113.76, and $2,129,155.26, respectively. AT TAC HM E NT S : Claims and Bills Claims and Bills I T E M: 5.A. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Regular A genda Description: Update on A pple Valley Beyond the Yellow Ribbon Network S taff Contact: Tom L awell, City A dministrator Department / Division: A dministration Department AC T I O N RE Q UE S T E D: Representatives from the A pple Valley Beyond the Yellow Ribbon Network have requested time on the February 28, 2019, agenda to update the City Council on their recent activities. No formal C ity Council action is required. S UM M ARY: Apple Valley Beyond the Yellow Ribbon Network President Paul C hellsen will provide information on their work over the past year and will also share their plans for 2019. Committee member Bill Tschohl and others from the group will also likely be in attendance. B AC K G RO UND: T he Apple Valley Beyond the Yellow Ribbon (AVBY R) support network consists of a group of volunteers dedicated to improving the lives of service members and their families in our community. T he group has often worked with C ity officials on special cases within the community when veterans have needed special support in solving difficult, personal issues. Apple Valley Police Officer Brian Booth serves as the law enforcement liaison to the group. T he AVBY R group has also helped families of deployed personnel by providing home maintenance support. Additionally, the local business community is also committed to partnering with the local Workforce C enter to assist veterans in finding employment within the community. Apple Valley American Legion Post 1776 has also been a key supporter of the AVBY R group since its inception. T he C ity of Apple Valley was officially recognized as a Beyond the Yellow Ribbon Community by Governor Mark Dayton in 2012. We are fortunate to have this volunteer group at work in the community to support service members and their families, and we thank them for their tireless efforts. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Report Presentation Apple Valley Yellow Ribbon Annual Report City Council Meeting February 28, 2019 "Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax" Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home. http://www.btyr.org/http://www.btyr.org/http://www.btyr.org/http://www.btyr.org/ Good Evening Mayor Hamann-Roland and Council Members, I am Paul Chellsen, President of the Apple Valley Yellow Ribbon and it is my pleasure to present to you a short update tonight on our activities as we approach our 7th anniversary. First, I would like to introduce our Board Members and Committee: PrePrePrePresidsidsidsideeeentntntnt: : : : PPPPaul Chellsen VVVViiiicccce e e e PPPPrrrreeeesidsidsidsideeeentntntnt: : : : Jay Peterson TreTreTreTreasuasuasuasurerrerrerrer////SSSSecreecreecreecretatatatarrrryyyy:::: GGGGlenn Sonne AAAAmmmmererereriiiiccccaaaan n n n LeLeLeLegiogiogiogionnnn Rep.Rep.Rep.Rep. Rich Davey DDDDiiiirecrecrecrectotototorrrr Joel Hohenstein DDDDiiiirecrecrecrectotototorrrr Bill Tschohl DDDDiiiirecrecrecrectotototorrrr Curt Martinson Committee MembersCommittee MembersCommittee MembersCommittee Members Tom Lawell Dick Geiger Tom Werner Brian Booth 7 years, WOW! Time fly’s by when you are helping others, thank you so much for all that you do for our veterans, active service members and their families, you truly have made a difference in their lives and mine as well. Along with our Board members I would like to thank you for your support as well as our good friends American Legion Post 1776, Bogarts Entertainment Center, Von Hansen’s and the many volunteers and Business owners that have helped us in work we are doing. We have long been blessed by support from our friends at Troop 293. Assisting us at every monthly dinner, the 4th of July parade, and with our work assisting veterans. Tonight I would like to take a moment to spotlight three of those scouts who extoll the virtues of the Scout Law every month assisting with our Veterans appreciation dinners. Stuart Milne Andrew Seppelt Isaac Van Arnem So, what is our organization all about? The Mission of our organization can be summed up in one sentence “Assisting Veterans and active service members in our community in any way we can. ““Assisting Veterans and active service members in our community in any way we can. ““Assisting Veterans and active service members in our community in any way we can. ““Assisting Veterans and active service members in our community in any way we can. “ We do that by: • Recognizing and honoring our local veterans and their families; • Create a pathway to veteran and family support resources; • Build partnerships with and offer opportunities for those who want to assist veterans and their families • Provide direct assistance and resources to veterans and service members in our community and beyond Apple Valley Yellow Ribbon Annual Report City Council Meeting February 28, 2019 "Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax""Unless someone like you cares a whole awful lot, nothing is going to get better...it's not." Dr. Seuss in The Lorax" Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home.Beyond the Yellow Ribbon is united to bring Service members all the way home. http://www.btyr.org/http://www.btyr.org/http://www.btyr.org/http://www.btyr.org/ There are lots of ways we do that. •••• In 2018 we provided dozens of referral’s pointing vets towards services that they hadn’t known about. •••• We just held our 31st Veterans Dinner with over 100 attendees; Our Monthly Veterans Appreciation Dinners have become a cornerstone of our work; the Dinners are not only a place for our local Vets to get a meal but a place they can come to where everybody knows their name. We have interesting speakers, introduce them to services that they may not be aware of, and promote our Program. The monthly dinners are also a chance for them to get out into the community and socialize with friends old and new. •••• We provided several hundred dollars in emergency gift cards for service members who are short funds, no questions are asked we just wish them well. •••• We supported our very own Dick Geiger on an Honor Flight to Washington DC •••• Our volunteers are have raked and mowed lawns, and when we can’t get to it we have hired local landscapers to help us out. •••• We provided a Scholarship for an active service member/veteran attending Dakota County Technical College •••• Helped a veteran with a car Payment, once again we were able to insert ourselves into the situation before things got worse •••• Promoted our Organization at the Apple Valley Home and Garden Show and the Dakota County Fair and anywhere else we could. •••• We are still shoveling and having driveways plowed. •••• We also assisted with car repairs, did some cleaning, and made sure some children had presents under the tree. •••• Painted a Rosemount veteran’s home. •••• Helped elderly and disabled veterans with rides for groceries, medications and other essentials •••• And so much more! What’s on our agenda next year? Look for us anywhere we can assist and recognize our veterans and service members. You’ll find us at the upcoming Home and Garden show, 4th of July Parade, Dakota Count Fair and joining everyone in Apple Valley in celebrating our wonderful community’s 50th anniversary. And I can tell you without hesitation that our organization we will continue to be here for our community’s Veterans and their Families I know that for sure. Beyond the Yellow Ribbon Annual Report to the Apple Valley City Council February 28, 2018 President: Paul Chellsen Vice President: Jay Peterson Treasurer/Secretary:Glenn Sonne American Legion Rep.Rich Davey Director Joel Hohenstein Director Bill Tschohl Director Curt Martinson Committee Members Tom Lawell Dick Geiger Tom Werner Brian Booth Our Mission “Assisting Veterans and active service members in our community in any way we can.” We do this by… 1.Creating awareness through the Yellow Ribbon Community Campaign and synchronizing sustainable community support networks. 2.Connecting and coordinating organizations, agencies and companies to provide resources and support to Service members, Veterans, and their families. 3.Delivering a series of formal Yellow Ribbon Training events to Service members and their families before, during and after deployment. 4.Providing an opportunity for Minnesotans to support Service members, Veterans, and their families. Beyond the Yellow Ribbon is united to bring Service members all the way home. Apple Valley Yellow Ribbon Network •On March 30, 2012, the Apple Valley Yellow Ribbon Network was proclaimed Yellow Ribbon by Gov. Mark Dayton at a proclamation ceremony in Lakeville. •The community of Apple Valley is comprised of a great network of volunteers supporting military families. •Currently we have a seven member Board, with the City Manager, and Police Department representative meeting monthly. •An additional 80+ are volunteers who can assist as needed. 2012 Proclamation Day Southern Cruzers Car Club Donation 4th of July Parade A general drops by to visit We even have connections at the North Pole Scouts, 4th of July, Apple Pie….. A wounded veteran tells his story It takes a Village 2017 Report to the Council Beyond the Yellow Ribbon I T E M: 5.B. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Regular A genda Description: A dopt Resolution Denying S prings at Cobblestone L ake Sign Setback and Height Variances, at 15899 E lmhurst L ane S taff Contact: Thomas L ovelace, City Planner Department / Division: Community Development Department Applicant: Continental 432 Fund, L L C P roject Number: P C19-02-V Applicant Date: 1/22/2019 60 Days: 3/23/2019 120 Days: 5/22/2019 AC T I O N RE Q UE S T E D: Adopt the resolution denying the Springs at C obblestone Lake sign setback and height variances at 15899 Elmhurst Lane because it does not meet the standards necessary for granting a variance as set forth in Apple Valley City C ode, Section 154.07. S UM M ARY: Continental 432 Fund, LLC is requesting height and setback variances from the city's sign code requirements to allow for a 20-foot tall monument along the east side of Pilot Knob Road, which will be 25 feet from the closest residential building. T he property is located at 15899 Elmhurst Lane. Sign Ordinance Requirements: T he sign code defines a monument sign as a ground sign intended to permanently identify by name a residential development. T he code also states that a monument sign intended to permanently identify a multiple dwelling or single-family residential development shall be permitted under the following conditions: 1. T here shall be an entity established to the satisfaction of the city such as homeowners association, which shall be clearly responsible for the perpetual maintenance of the monument sign and its environs with corresponding powers to raise maintenance capital; or 2. In the alternative, there shall be a $1,000 fee paid to the city and a ground easement surrounding the monument sign granted to the city in order that the city may remove the monument sign and its environs if it is not maintained or if it otherwise becomes necessary to remove the sign. 3. T he monument sign shall not exceed 40 square feet of copy area. 4. T he monument sign shall be a minimum of 30 feet from any existing or future residence. 5. T he city, at the discretion of the C ity C ouncil, may deny a permit for a monument sign where it is determined that the monument sign may create an undue burden upon the city by virtue of its size, location, building materials or potential need for maintenance. A multi-family development is allowed one ground or one building sign with a maximum sign area of 40 square feet and maximum height of eight feet. T he minimum required setbacks for a ground sign are 13 feet from a public street right-of-way line, ten feet from other yards and 30 feet from any existing or future residence. Sign Variance Request: T he applicant has submitted two designs for consideration. T he first sign (Exhibit 3) will be a 20-foot tall three-sided sign, with 39 sq. ft. of sign area. T he sign will be interior illuminated and will be constructed on a decorative stone base. T he second sign (Exhibit 4) will also be 20 feet in height and will sit on a five-foot wide pedestal. T he interior illuminated sign will have 40 sq. ft. of total sign area. Both signs will be located 25 feet from a residential building. Sign Ordinance Variance Requirements: To provide reasonable flexibility in the sign regulations, the C ouncil may approve a variance for a sign otherwise not permitted by these regulations where an exception would not be inconsistent with the intent of the sign regulations. No variance shall be granted unless the C ouncil shall find that either condition (1) or (2) hereinafter set forth exists: 1. All of the following requirements must be met: Special conditions exist which are peculiar to the land, structure, building involved and which are not applicable to other lands, structures or buildings in the same district; T he special conditions and circumstances do not result from the actions of the applicant; A literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district and the terms of these sign regulations; T hat granting the variance requested would not confer on the applicant any special privilege for a use not common to other lands, structures or buildings in the same district; and T he proposed use of the property shall have an appearance that will not have an adverse effect upon adjacent properties and there will be no deterrence to development of vacant land. 2. Any proposed signage beyond the maximum square footage permitted would have the primary function of providing a public service. Summary of I ssues: T he applicant has stated that the proposed sign will serve as a presence and marketing tool for the multi-family development. As stated previously, the purpose of a monument sign is to permanently identify by name a residential development. A monument sign along Pilot Knob Road serves a marketing purpose but offers no guidance as to where the development is located. T he applicant states in their letter that the topography of their property along Pilot Knob Road, which is 15 feet lower than the street makes it challenge to erect a monument sign that would meet the sign code requirements. Furthermore, they point out that the property line is located 60 feet from the edge of the street and a 20-foot wide drainage and utility easement along the west property line also restricts the location of the monument sign. T herefore, one could conclude that these circumstances are conditions peculiar to the property that have not resulted from actions of the applicant. However, the applicant was well aware of these conditions when they purchased the property. In order to grant a sign variance, all the requirements set forth in the before-mentioned condition no. 1 of the regulations must be met. T herefore, is a literal interpretation of the sign ordinance depriving the applicant rights commonly enjoyed by other properties in the same district and will granting the variance not confer the applicant any special privilege? T he site is adjacent not only to Pilot Knob Road, but also 160th Street West to the south, Cobblestone Lake Parkway to the north and Elmhurst Lane to the east, which could likely provide locations for a sign that would not require a sign variance. T he address of the property is 15899 Elmhurst Lane, not 159th Street West and Pilot Knob Road, the proposed sign location. T herefore, staff believes that the proposed request does not meet all of the conditions necessary to approve a variance. Finally, access to the residential development is via an entrance off Elmhurst Lane. Although the ordinance does not specifically state where a monument sign must be located, the vast majority of residential developments locate their signs adjacent to its entrance. Placing the monument sign at the Elmhurst Lane entrance or near the intersection of 160th Street West and Elmhurst Lane would likely not require approval of any variances and would meet the intent of a residential monument sign, which by definition is a sign erected to identify a residential development. P lanning Commission Recommendation: T he Planning Commission reviewed this request at their February 6, 2019, meeting and voted 6-1 to recommend denial of the variance requests. Attached are the draft minutes from that meeting for your review. T hese minutes summarize the discussion with the applicant and identifies the findings they made in support of the denial. City Council Action: T he C ouncil will need to provide, for the record, any reasons they may have to substantiate their vote on this request. B AC K G RO UND: Staff has reviewed sign locations of other multi-family developments in the city and have found that their signs are located at the entrance or along the same street as the entrance. Staff has provided photos of the Boulder Ridge, Hidden Ponds, and Palomino East apartment complexes; and Glenbrook Place rental townhomes, which show their monument signs at or near the entrance of the complex. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes Resolution Applicant L etter L ocation Map Plan S et Photo Background Material CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 1 of 7 CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES FEBRUARY 6, 2019 5. LAND USE/ACTION ITEMS A. Springs at Cobblestone Lake Sign Variance – PC19-02-V City Planner Tom Lovelace stated Continental 432 Fund, LLC is requesting height and setback variances from the city's sign code requirements to allow for a 20-foot tall monument along the east side of Pilot Knob Road, which is 25 feet from the closest residential building. The sign code defines a monument sign as a ground sign intended to permanently identify by name a residential development. The code also states that a monument sign intended to permanently identify a multiple dwelling or single-family residential development shall be permitted under the following conditions: 1. There shall be an entity established to the satisfaction of the city such as homeowners association, which shall be clearly responsible for the perpetual maintenance of the monument sign and its environs with corresponding powers to raise maintenance capital; or 2. In the alternative, there shall be a $1,000 fee paid to the city and a ground easement surrounding the monument sign granted to the city in order that the city may remove the monument sign and its environs if it is not maintained or if it otherwise becomes necessary to remove the sign. 3. The monument sign shall not exceed 40 square feet of copy area. 4. The monument sign shall be a minimum of 30 feet from any existing or future residence. 5. The city, at the discretion of the City Council, may deny a permit for a monument sign where it is determined that the monument sign may create an undue burden upon the city by virtue of its size, location, building materials or potential need for maintenance. A multi-family development is allowed one ground or one building sign with a maximum sign area of 40 square feet and maximum height of eight feet. The minimum required setbacks for a ground sign are 13 feet from a public street right-of-way line, ten feet from other yards and 30 feet from any existing or future residence. He said the applicant has submitted two designs for consideration. The first sign will be a 20-foot tall three-sided sign, with 39 sq. ft. of sign area. The sign will be interior illuminated and will be constructed on a decorative stone base. The second sign will also be 20 feet in height and will sit on a five-foot wide pedestal. The interior illuminated sign will have 40 sq. ft. of total sign area. Both signs will be located 25 feet from a residential building. Sign Ordinance Variance Requirements: To provide reasonable flexibility in the sign regulations, the Council may approve a variance for a sign otherwise not permitted by these regulations where an exception would not be inconsistent with the intent of the sign regulations. No variance shall be granted unless the Council shall find that either condition (1) or (2) hereinafter set forth exists: CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 2 of 7 1. All of the following requirements must be met: • Special conditions exist which are peculiar to the land, structure, building involved and which are not applicable to other lands, structures or buildings in the same district; • The special conditions and circumstances do not result from the actions of the applicant; • A literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district and the terms of these sign regulations; • That granting the variance requested would not confer on the applicant any special privilege for a use not common to other lands, structures or buildings in the same district; and • The proposed use of the property shall have an appearance that will not have an adverse effect upon adjacent properties and there will be no deterrence to development of vacant land. 2. Any proposed signage beyond the maximum square footage permitted would have the primary function of providing a public service. He added the applicant has stated that the proposed sign will serve as a presence and marketing tool for the multi-family development. As stated previously, the purpose of a monument sign is to permanently identify by name a residential development; and is not expected to be used as a marketing tool. The applicant states in their letter that the topography of their property along Pilot Knob Road has several conditions that makes it a challenge to erect a monument sign that would the sign code requirements. The property is 15 feet lower than the street; the property line located 60 feet from the edge of the street, and a 20-foot wide drainage and utility easement, which restricts the location of the monument sign. Therefore, one could conclude that these circumstances are conditions peculiar to the property that have not resulted from actions of the applicant. In order to grant a sign variance, all the requirements set forth in the before - mentioned condition 1 of the code must be met. So one must ask, is a literal interpretation of the sign ordinance depriving the applicant rights commonly enjoyed by other properties in the same district and will granting the variance not confer the applicant any special privilege? The site is adjacent not only to Pilot Knob Road, but also 160th Street West to the south, Cobblestone Lake Parkway to the north, and Elmhurst Lane to the east, which would likely provide locations for a sign that would not require a sign variance. Therefore, staff believes that the proposed request is not meeting all of the conditions necessary to approve a variance. Access to the residential property is via an entrance of Elmhurst Lane. Although the ordinance does not specifically state where a monument sign must be located, most residential developments locate their signs adjacent to its entrance. Placing the monument sign at the Elmhurst Lane entrance or near the intersection of 160th Street West and Elmhurst Lane would likely not require approval of any variances and would meet the intent of a residential monument sign, which by definition is a sign erected to identify a residential development. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 3 of 7 He added that staff has reviewed sign locations of other multi-family developments in the City and have found that their signs are located at the entrance or along the same street as the entrance. He provided some photos of the Boulder Ridge, Hidden Ponds, and Palomino East apartment complexes; and Glenbrook Place rental townhomes. Mr. Lovelace said the applicant has other options for a sign and the City is not denying them opportunities to provide for a monument sign that identifies the location of their apartment complex. He added they could put up a monument sign and meet the City’s qualifications. He said the City is recommending denial of this variance request tonight. Commissioner Scanlan said when this project came up originally for approval there was a lot of discussion that they were showing signage at the entrance and the way this is proposed right now there is no signage at the entrance point or on the buildings or anything they were previously proposing. Mr. Lovelace said they have an opportunity as part of the code one monument sign or one building sign. They were looking at both a monument and a building sign. We told them they could not put a building sign on it because they were putting this neon piping on the building. So they do have an opportunity, based upon the code, for one or the other. They have chosen, and he gives them credit that they are very creative, that they are doing some kind of vinyl that would be applied on the windows of the clubhouse. That provides some information that you are at the Springs at Cobblestone Lake. He said he believes that is the case and had not been following that one that closely. Evan Weiss, Continental Properties, said the opportunity is why do we not move this on. Case in point is if we could, we would. He said this site has challenges and why they need to have the sign exist on Pilot Knob Road. He provided an overview of the site and said the sign would be located in the northwest corner. He talked about the easement of the subdivision and intersection of Pilot Knob Road and 160th Street. He said it is pretty massive and ideally it is where they would locate the sign but it is not an option. Another easement exists near Elmhurst Lane off 160th Street and that is another subdivision sign indicating that you have arrived there. Staff noted that they could potentially move a sign to Elmhurst Lane and how far it would need to be set back because of the easement for the subdivision sign. That would put them at a severe disadvantage. He said that the City code states to provide the business with an equitable opportunity and they believe it just does not do so. He said the area for the proposed sign provides some risks, the 50 feet and then the 20- foot easement requirements. There are some issues overall. The general topography of the site is very challenging. The site itself sits 15 feet below street level. If they were to move the sign from Pilot Knob Road to 160th Street, they would really be running into the same issues. So that is not really a great option for them. Another thing to note is that they are restricted by right-of-way access. So originally, when they were discussing this project internally, the clubhouse was proposed to go off Pilot Knob Road. That has the highest visibility and the best option for their business. But they cannot do that. So that is why the project comes in off Elmhurst Lane because that is a requirement they had to do. The traffic count on Pilot Knob Road and on 160th Street both see 24,000 cars per day there. That is not comparable to the other two options. They are achieving CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 4 of 7 presence through the clubhouse on 160th Street and believe they would be foolish not to try capturing the traffic of Pilot Knob Road. It is just too good of an opportunity and the proposed signage does meet the requirements of identifying a multi-family development. They believe at the current ordinances, if they were not going to be granted a variance, that it would pose a safety risk. Drivers would struggle to see the sign and ultimately does not meet the overall intent of the code because you would not be able to see it. It is not visible entirely. They believe denial would deprive the Springs at Cobblestone Lake the rights enjoyed by properties in the area and ultimately pose as a safety risk. They are proposing two signs. One that is vertical and they believe it meets the intent of the overall development in the neighborhood and the community as a whole. The vertical style is the choice and it meets the intent. This sign only requires a height variance not a setback variance. This would meet the code based on setback requirements. He added that this sign will not work at a lower level. The reason they are asking for 20 feet is because the base of the sign is 8 feet below street level. So really, it needs to come up to street level in order for it to be visible. This is the reasoning behind the height. Their second option is they could build a horizontal sign but it would need a setback variance as well as a height variance. This would be the lesser of the two options. Commissioner Diekmann asked if the Cobblestone Lake monument signs were in place when Springs purchased the property. Mr. Weiss answered yes. Commissioner Diekmann commented that you were aware of their location and their size. Mr. Weiss answered yes. Commissioner Diekmann said the street locations were at the same height that they are today so you knew the topography that you were going to build on when you purchased the property. Mr. Weiss answered yes. Commissioner Diekmann said he is trying to find the hardship in this when you knew these pre- existing conditions. Mr. Weiss replied so they are pre-existing conditions but the variance code states that in order to be granted a variance the site has to be unique. Yes, they were aware of the challenges but they still pose unique challenges specific to this site. Commissioner Diekmann said the City offers a place for a ground sign at the entrance and there is location for this at the entrance. You want this for a specific reason that I cannot find a hardship that backs it up because you are allowed the signage on the street. It is just that not per your liking, which I do not believe is a hardship. Mr. Weiss commented that is correct and they could build the sign at the entrance to the building. You are going to get more of the horizontal design truthfully. It is their job to provide Cobblestone CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 5 of 7 Lake in Apple Valley with a better option. That is why we went back to the drawing board and came up with the vertical design. He thinks it speaks better to the overall neighborhood. And yes to Commissioner Diekmann that you are absolutely right that we could build it at the entrance. But quite frankly, we are trying to capture as much attention as they can and they believe the vertical sign along Pilot Knob Road is the better option. Commissioner Diekmann said it is part of the City policy to try to work with as many businesses as they can and they do not want to create something that could become a slippery slope for any other development along any other busy road with 24,000-car count. The City has a sign ordinance and he feels we need to follow it. He said he cannot find the hardship. Gwyn Wheeler, Development Director for Continental, added that there already is a Cobblestone Lake monument sign at the corner of 160th Street and Elmhurst Lane and putting another one there is just redundant. She said trying to come up with something that is the best for the community it could just look kind of odd. She said you drive in Elmhurst Lane and you are greeted by a subdivision sign to Cobblestone Lake and then another sign 100 feet in you see a Springs at Cobblestone Lake sign. You do not need another sign at Elmhurst Lane because it is already identified there by the master developer at that intersection. She added that on both sides of Elmhurst Lane it says Cobblestone Lake. She said they could place their monument sign there but it would just be redundant. She said they do not need one there because it is already identified. Commissioner Scanlan said you knew the challenges from the beginning, you bring a design for that challenge, and now you are trying to look at other options here. He said he is supporting with what Commissioner Diekmann had already discussed. He said you talked about your project here and how it adds value to the community and the Cobblestone Lake community as a whole and asked what value does this provide when you speak to the Cobblestone Lake community. Ms. Wheeler answered having the best value sign. They are trying to come up with something that is ecstatically pleasing and neat and come up with a plan that makes sense. Not to have redundant signage and let looks at this as a whole and where does it make sense for us and not right next to an existing sign. What makes sense to other people that driving by and just coming up with something that is a little more unique compared to our other Springs at Apple Valley project? She said let’s do something that is a little bit different at the Springs at Cobblestone Lake. Commissioner Kurtz referred to the vertical sign image and asked if the businesses to the north would be blocked by this sign they are requesting. She said she is looking out to the other businesses how they would feel about it and if they were being blocked. Mr. Weiss said several of those businesses have podium signs themselves. Ms. Wheeler said they do not think the sign would block anybody because there is hundreds of feet away and the sign is only 48 inches wide. Commissioner Schindler said he understands that the reason they want the sign there is for visibility and is that wrong – no. He said let’s look at public service. You would not want something that CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 6 of 7 says Springs at Elmhurst Lane and that does not make sense. He said it comes down to how people find things. Does the person say they live at the Springs or does the person say they live at Cobblestone Lake and he does not know how people are going to describe it. I think if you put it on Pilot Knob Road if I’m coming to visit someone that lives in that development that is going to be helpful to me when I’m coming south on Pilot Knob Road or the north - there is the Springs. He said they should also have something letting them know that they are in the Springs if they are on Elmhurst Lane when people pull in to clarify where they really are. That is why all the pictures Mr. Lovelace showed had the monument signs right in the front entrance so people know they are in the right place. He thinks that should be their number one priority to let people know where they are. He said he also sees the value of having the sign along Pilot Knob Road so people coming to visit know where they are. People who live there do not need the signs. It is only for the people coming to visit the people who live there who need the signs. He said it is useful to have that sign on Pilot Knob Road because you cannot see this development. It is down in the hill. At the end of the day, all you are talking about is a variance for height. That is all we are talking about here. He said the fact is the way the topography is you are losing a lot of the height because it has to come up to get to viewing level. He said he does not have a problem with what they are proposing. Commissioner Burke commented that when he saw this he fully expected to see a sign where it said, “proposed full access point” and asked if the plan was to not have anything there where the driveway is. Ms. Wheeler answered that is correct and said it would be ideal to have one on the clubhouse and one on Pilot Knob Road but they are in a position where the need to choose one or the other. They believe that their clubhouse in itself will represent our community and be our signage at that entrance and our property management team will find ways through marketing materials and window decals to identify themselves that way. She said they feel it is a very large missed opportunity to not have some visibility on Pilot Knob Road, due to the constraints that have been discussed. Commissioner Burke commented that anybody that is going to find this place is going to use their smartphone and get to it by GPS. Ms. Wheeler said some people will just see their roofs and think they are close by. Commissioner Burke asked if they had a design what the sign might look like had they met all the requirements. Ms. Wheeler provided a design along Pilot Knob Road and said they would try to go with the horizontal option to try getting it as tall as they could. They feel it is a less attractive option. Chair Melander commented if he lived in the Springs he would tell people he lived on the northeast quadrant of the intersection of Pilot Knob Road and 160th Street. He does not think you really need to have a sign that says, “here we are”. He understands the advertising impact of having a sign there but that is not the idea for the signage ordinance. He would prefer a sign at the entrance if he was the one driving to try get in there. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes February 6, 2019 Page 7 of 7 Mr. Lovelace said in staff’s position the purpose of a monument sign is to identify development. They stated explicitly that it is a marketing tool for them to help lease out apartments. That is not the intent of a monument sign as it relates to multi-family as well as a single-family development, be it investor owned or owner occupied. All we are doing here is identifying that you are here at this location and generally at or near the main entrance of the development itself. That is staff’s position with the request of the variance. We are not saying they put it at Elmhurst Lane and 160th Street and that gets pushed back and what that would look like. They have not identified any signage at that location of how it would look there with meeting the 8 foot height and meeting the setback requirements that are necessary for that. They did it at the original Springs that is right at the main entrance of their development and we feel that would be the appropriate place to put and they would meet the code. Mr. Weiss said they meet the intent of the monument sign code at least to identify a multi-family business. We do that through the signage and a benefit is that it helps with our business. At the end of the day, we are a business and we need to lease apartments in order to be successful. He said he thinks it is no different than the Target down the road in helping travelers identify that it is a Target, that they can turn into that store to buy whatever they need that day. So to say that we are not meeting the intent of the code, he thinks that is untrue and that they are using it to identify a multi- family project. MOTION: Commissioner Alwin moved, seconded by Commissioner Burke recommending approval of the request for sign height variance for the sign set forth in the staff report for the Springs at Cobblestone Lake, located at 15899 Elmhurst Lane. Ayes - 1 - Nays – 6. (Melander, Alwin, Burke, Diekmann, Kurtz and Scanlan) CITY OF APPLE VALLEY RESOLUTION NO. 2019-___ A RESOLUTION DENYING REQUEST FOR TWO SIGN VARIANCES REGARDING HEIGHT AND SETBACK FROM A RESIDENTIAL BUILDING ON PROPERTY AT 15899 ELMHURST LANE WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV, Chapter 154 of the City Code of Ordinances, to control signage throughout the City; and WHEREAS, Chapter 154 provides standards to regulate the placement, size and manner of signs on buildings and land in order to protect the public health, safety and general welfare; and WHEREAS, Chapter 154 provides for procedures and standards to review and determine a request for a variance from the strict application of the standards; and WHEREAS, pursuant to the City’s said regulations, a “variance” is an exception granted by the City Council from the literal provisions of the sign regulations when the variance conditions set forth in the City’s sign regulations are met; and WHEREAS, a height and setback variance has been requested by Continental 432 Fund, LLC, for a monument sign located at 15899 Elmhurst Lane, property known as the multi-family residential development “Springs of Cobblestone Lake”; and WHEREAS, the Apple Valley Planning Commission reviewed the variance requests at a public meeting held on February 6, 2019; and WHEREAS, on February 6, 2019, the Apple Valley Planning Commission found that the variance request did not meet the standards necessary for granting a variance as set forth in Apple Valley City Code, Section 154.07; and WHEREAS, the City Council reviewed the application for the sign variances and the minutes of the public hearing; and WHEREAS, the City Council finds the following: (a) The applicant’s request for the variances is primarily due to applicant’s preferred or desired location of its sign on Pilot Knob Road, requiring a height variance for the sign visibility and requiring a setback variance from a residential building. (b) There are locations within the property at which a monument sign may be installed and fully comply with all City Code sign requirement without the necessity of any variance. (c) Based on the foregoing: 2 • The application of the sign regulations do not deprive the applicant of rights commonly enjoyed by other properties in the same district and the terms of these sign regulations. • Special conditions do not exist which are peculiar to the land involved and which are not applicable to other lands, structures or buildings. (d) Granting the variance requested would confer on the applicant a special privilege for the location (setback to residential structure) and size of a sign not common to other properties in the same district or properties which have a monument sign. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, the Council adopts the Apple Valley Planning Commission’s recommended action to deny the height and setback variance requests for the proposed monument sign at the property at 15899 Elmhurst Lane is affirmed. BE IT FURTHER RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the height and setback variance requests for the proposed monument sign at the property at 15899 Elmhurst Lane is hereby denied. ADOPTED this 28th day of February, 2019. __________________________________ Mary Hamann-Roland, Mayor ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk I T E M: 5.C. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Regular A genda Description: Time S quare Shopping Center - P ortillo's S taff Contact: A lex Sharpe, Planner and Economic Development S pecialist Department / Division: Community Development Department Applicant: I nterstate Development Corp. P roject Number: P C18-35-S C G F B Applicant Date: 11/15/2018 60 Days: 1/14/2019 120 Days: 3/15/2019 AC T I O N RE Q UE S T E D: 1. Approve design agreement for Cedar Retail Addition. 2. Adopt resolution approving C edar Retail Addition final plat and development agreement and authorize the Mayor and City C lerk to sign the necessary documents after review and acceptance of the final documents by the City Administrator and City Attorney. 3. Adopt resolution approving a conditional use permit for a drive-through lane in association with a C lass-II Restaurant. 4. Adopt resolution approving a 2' parking stall depth variance (from 20' to 18") for Lot 2, Block 1, C edar Retail Addition. 5. Adopt resolution approving a 2' parking stall depth variance (from 20' to 18") for Lot 3, Block 1, C edar Retail Addition. 6. Adopt resolution approving an 11.5' side setback variance (from 15' to 3.5') on Lot 2, Block 1, C edar Retail Addition. 7. Adopt resolution approving a site plan and building permit authorization for an 8,300 sq. ft restaurant on Lot 3, Block 1, C edar Retail Addition. 8. Adopt resolution approving a site plan and building permit authorization for an existing structure on Lot 2, Block 1, C edar Retail Addition. S UM M ARY: Interstate Development C orporation, on behalf of Time Square Shopping Center II LLC , the property owner, are requesting approval of a final plat, site plan and building permit authorization, and a Conditional Use Permit (C UP) to construct a 8,300 sq. ft. restaurant with a drive-through in the "RB" (Retail Business) zoning district. T he property is located at the northwest corner of C edar Ave and C SA H 42, and commonly known as Time Square. T he proposed restaurant, Portillo's, serves Italian beef, burgers, and other American fare. Portillo's traffic study has noted that a majority of customers utilize the drive-through, making this a principal part of business operations. T he proposal includes the demolition of a portion of the southern Time Square shopping center building, retaining the western half, and the construction of a new 7,700 sq. ft. restaurant to the east on its own lot. C urrent plans show an 8,300 sq. ft. restaurant, amended plans with the slightly smaller footprint will be available for Council review prior to the meeting but were not available in time for publication of the agenda. T hese variances are requested with the project, an 11.5' side setback variance for the existing building that is to remain, and a parking stall depth variance on two created lots from 20' to 18'. T he Planning Commission unanimously recommended approval of all actions on J anuary 16, 2019 and the side setback variance on February 6, 2019. One of the actions includes finalization of the Development Agreement and other documents with final review and approval by the C ity Administrator and C ity Attorney. T he Development Agreement attached does not include all exhibits, these exhibits are on file in City offices with the Community Development Department. A demonstrative utility plan showing a watermain loop dated February 21, 2019, is included in the planset as the watermain is a requirement of the Fire Marshall and C ity Engineer. T he Development Agreement attached provides correct financial security and fees for this requirement. B AC K G RO UND: Replat of E xisting P arcels: T he petitioner is proposing to replat the existing parcels, shifting the lot lines to accommodate the new development, provide parking for each lot, and public street access to each lot. Presently, the existing property lines transect buildings, and create a land-locked parcel. T he proposal will correct this, and address each site with cross access and parking easements/agreements that have been received. Site P lan: T he site plan proposes to retain the three existing lots, shifting the lot lines to reflect the new development. Lot 1 includes the northern portion of Time Square, and parking north of the center drive aisle. T he facade of the north building is proposed to be updated, but is not being reviewed as part of this application. Proposed building elevations for the entire center are attached to this report. Lot 2 consists of approximately half of the existing Time Square southern building, demolishing the vacated T C F space and retaining the Tide, and Salon Concepts. Approximately 9,700 sq. ft. of the existing southern Time Square building will remain to the west, nearly 14,500 sq. ft of the eastern portion of the structure will be demolished. A setback variance from 15' to 3.5' (11.5' variance) is requested from the eastern property line. Currently, the property line runs through the existing structure, therefore the variance allows for an increased setback from existing conditions. Lot 3 includes the former T C F Bank, and some of the vacant space in the southern building. As stated, this area is proposed to be demolished. A new 8,300 sq. ft. C lass II restaurant (an amended 7,700 sq. ft version is currently proposed and will be available for Council review) will be constructed for Portillo's on the eastern portion of lot 3 adjacent to Glenda Drive. A parking stall depth variance from 20' to 18' has been requested for Lots 2 and 3. As stated, this request was reviewed and recommended by the Planning Commission unanimously. T he Planning C ommission noted three factors that guided their recommendation: 1. Other Portillo's locations in the metro also have 18' deep stalls. 2. Staff review of 2019 new vehicle depths found that a majority of vehicle models would fit in the reduced stall depth. 3. Review of surrounding cities codes found that the majority allowed for less than 20' parking stalls. 4. T he Time Square site is a redevelopment activity with fixed dimensions and existing structures that benefits by some flexibility. B UD G E T I M PAC T: T he property was originally developed in the 1960's and 1970's and park dedication was previously addressed at that time. AT TAC HM E NT S : Resolution Resolution Resolution Resolution Resolution Resolution Resolution F inal Plat Area Map Z oning Map Comp Plan Map Plan S et Plan S et Exhibit Memo Elevations Elevations Memo Agreement Agreement Presentation CITY OF APPLE VALLEY RESOLUTION NO. 2019- FINAL PLAT AND DEVELOPMENT AGREEMENT APPROVAL CEDAR RETAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS, application has been made to the City to approve a corrective plat which serves to either readjust a common boundary, consolidate parcels into a fewer number of parcels, or final plat previously unplatted property; and WHEREAS, pursuant to Section 153.24 of the Apple Valley Code of Ordinances, provision is made to approve a plat without the benefit of a public hearing, provided the plat does not create additional lots or new streets and is not defined as a subdivision pursuant to Minnesota Statues 462.352; and WHEREAS, pursuant to Chapter 153 of the City Code, a development agreement between the applicant and the City detailing the installation of the required improvements in the subdivision and the method of payment therefore has been prepared. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the development agreement and final plat for the following described plat of land are hereby approved and the Mayor and City Clerk are authorized to sign the same, to wit: CEDAR RETAIL ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code that said plat shall be filed with the Dakota County Recorder within sixty (60) days of the certified release from the City offices or such approval shall be null and void. ADOPTED this 28th day of February, 2019. __________________________________ Mary Hamann-Roland, Mayor ATTEST: _____________________________________ Pamela J. Gackstetter, City Clerk 2 CERTIFICATE As Apple Valley City Clerk, I hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council and the final plat described therein is hereby released for recording with the Dakota County Recorder this _____ day of __________________, ______. ____________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH WINDOW IN CONJUNCTION WITH A CLASS II RESTAURANT AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that a drive-through window as regulated in Section 155.157 (M) of the city code may be allowed within the confines of a Retail Business (RB) zoning district and in accordance with specific performance standards, as a conditional use; and WHEREAS, approval of a Conditional Use Permit for a drive-through window has been requested by Interstate Development Corp. on behalf of Cedar Retail, LLC, the fee owner of property (“Owner”) located at: 7530 149th Street W., Apple Valley, MN, and legally described as Lot 3, Block 1, Cedar Retail Addition (“Property”); and WHEREAS, review of such Conditional Use Permit request to determine its conformance with the applicable regulations and performance standards has occurred at a public hearing held on December 19, 2018; and WHEREAS, the Apple Valley Planning Commission recommended approval of such Conditional Use Permit subject to certain conditions on January 16, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that a Conditional Use Permit for a drive-through window within a Retail Business (RB) zone be approved subject to compliance with all applicable City codes and standards, and the following conditions: 1. Construction shall occur in conformance with the site plan dated February 25, 2019, on file at City Offices. 2. The drive-through shall meet code section 155.157 (M)(1)(2)(3). 3. All signage associated with the drive-through window service shall adhere to Section 154.04 (J)(1)(2)(3)(4)(5) by separate review and approval. ADOPTED this 28th day of February, 2019. _________________________________ Mary Hamann-Roland, Mayor 2 ATTEST: ___________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 28, 2019, the original of which is in my possession, dated this _____day of ______________________, 2019. ____________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION APPROVING A 2 FT. PARKING STALL LENGTH VARIANCE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, Interstate Development Corp. applied for a parking stall length variance, on behalf of Cedar Retail, LLC, is the fee owner of property (“Owner”) located at: 7540 149th Street W., Apple Valley, MN, and to be platted as Lot 2, Block 1, Cedar Retail Addition (“Property”); and WHEREAS, the Property is zoned Retail Business (RB); and WHEREAS, Apple Valley City Code § 155.372 (B), specifically governing parking stall width and depth, states that parking stalls shall be 20’ in length; and WHEREAS, the applicant has made application for a 2’ parking stall length variance, allowing selected stalls to be 18’ in length; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on January 16, 2019, and made the following determination: 1. The site plan includes a number of parking stalls which are 20’ in length except where adjacent to curb where stalls are 18.5’; in compliance with code. 2. The site is a redevelopment of an existing parcel, which creates unique challenges. 3. A large percentage of vehicle models will be able to utilize a parking stall 18’ in length without conflict with the drive isle. 4. The variance allows alignment of the drive isle and the drive-through lane. As a majority of users are projected to utilize the drive-through, this is a priority. 5. The development of this site prior to the establishment of City codes creates a unique circumstance. 6. Conditions placed on the variance will mitigate any negative impacts. 2 7. The City's Comprehensive Plan states the City's goal is to retain current businesses and to assist companies with expansion where appropriate. The redevelopment of Time Square presents unique challenges as the center was originally developed prior to adoption of City codes. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variance listed above is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit for the construction of the building expansion is not issued (with payment of permit fee) within one (1) year of the date of approval, the variance shall lapse. 2. Prior to issuance of the Building Permit, the Owner shall record this Resolution in the office of the Dakota County Recorder and provide to the City verification of the recording. 3. Construction shall occur in conformance with the site plan, dated February 25, 2019, on file in City offices. 4. Cross access and cross parking agreements for Lots 1, 2, 3, Block 1, Cedar Retail Addition shall be on file in City offices. 5. Prior to issuance of a Building Permit the final plat for Cedar Retail Addition shall be filed in the office of the Dakota County Recorder and provide to the City verification of the recording. 6. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions, as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 7. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 3 BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ______________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 28th day of February, 2019. ___________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION APPROVING A 2 FT. PARKING STALL LENGTH VARIANCE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, Interstate Development Corp. applied for a parking stall length variance, on behalf of Cedar Retail, LLC, is the fee owner of property (“Owner”) located at: 7530 149th Street W., Apple Valley, MN, and to be platted as Lot 3, Block 1, Cedar Retail Addition (“Property”); and WHEREAS, the Property is zoned Retail Business (RB); and WHEREAS, Apple Valley City Code § 155.372 (B), specifically governing parking stall width and depth, states that parking stalls shall be 20’ in length; and WHEREAS, the applicant has made application for a 2’ parking stall length variance, allowing selected stalls to be 18’ in length; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on January 16, 2019, and made the following determination: 1. The site plan includes a number of parking stalls which are 20’ in length except where adjacent to curb where stalls are 18.5’; in compliance with code. 2. The site is a redevelopment of an existing parcel, which creates unique challenges. 3. A large percentage of vehicle models will be able to utilize a parking stall 18’ in length without conflict with the drive isle. 4. The variance allows alignment of the drive isle and the drive-through lane. As a majority of users are projected to utilize the drive-through, this is a priority. 5. The development of this site prior to the establishment of City codes creates a unique circumstance. 6. Conditions placed on the variance will mitigate any negative impacts. 2 7. The City's Comprehensive Plan states the City's goal is to retain current businesses and to assist companies with expansion where appropriate. The redevelopment of Time Square presents unique challenges as the center was originally developed prior to adoption of City codes. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variance listed above is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit for the construction of the building expansion is not issued (with payment of permit fee) within one (1) year of the date of approval, the variance shall lapse. 2. Prior to issuance of the Building Permit, the Owner shall record this Resolution in the office of the Dakota County Recorder and provide to the City verification of the recording. 3. Construction shall occur in conformance with the site plan, dated February 25, 2019, on file in City offices. 4. Cross access and cross parking agreements for Lots 1, 2, 3, Block 1, Cedar Retail Addition shall be on file in City offices. 5. Prior to issuance of a Building Permit the final plat for Cedar Retail Addition shall be filed in the office of the Dakota County Recorder and provide to the City verification of the recording. 6. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions, as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 7. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 3 BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. ____________________________________ Mary Hamann-Roland, Mayor ATTEST: ______________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 28th day of February, 2019. ____________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION APPROVING AN 11.5 FT. SIDE SETBACK VARIANCE AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, Interstate Development Corp. applied for a setback variance, on behalf of Cedar Retail, LLC, the fee owner of property (“Owner”) located at: 7540 149th Street W., Apple Valley, MN, and to be platted as Lot 2, Block 1, Cedar Retail Addition (“Property”); and WHEREAS, the Property is zoned Retail Business (RB); and WHEREAS, Apple Valley City Code § 155 Appendix C, specifically governing building setbacks in Business Districts, states that the side setback in a Retail Business (RB) zone shall a minimum of 15’; and WHEREAS, the applicant has made application for a 11.5’ setback variance, allowing the existing building to be 3.5’ from the property line; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on February 6, 2019, and made the following determination: 1. The current side setback is 0’ as the property line intersects the existing building. 2. A portion of the building is to be demolished; an increased setback will improve the existing conditions. 3. Conditions placed on the variance will mitigate any negative impacts. 4. The City's Comprehensive Plan states the City's goal is to retain current businesses and to assist companies with expansion where appropriate. The redevelopment of Time Square presents unique challenges as the center was originally developed prior to adoption of City codes. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variance listed above is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 2 1. If the Building Permit for the construction of the building expansion is not issued (with payment of permit fee) within one (1) year of the date of approval, the variance shall lapse. 2. Prior to issuance of the Building Permit, the Owner shall record this Resolution in the office of the Dakota County Recorder and provide to the City verification of the recording. 3. Construction shall occur in conformance with the site plan, dated February 25, 2019, on file in City offices. 4. Construction of the new wall shall meet all building code standards and requirements. 5. Prior to issuance of a Building Permit the final plat for Cedar Retail Addition shall be filed in the office of the Dakota County Recorder and the owner shall provide to the City verification of the recording. 6. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions, as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 7. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. ____________________________________ Mary Hamann-Roland, Mayor 3 ATTEST: ______________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the 28th day of February, 2019. ___________________________________ Pamela J. Gackstetter, City Clerk CITY OF APPLEVALLEY RESOLUTION NO. 2019- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CEDAR RETAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the building permit shall be applicable to land legally described as Lot 3, Block 1, Cedar Retail Addition; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 16, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for the construction of an approximately 7,700 square foot Portillo’s Class II restaurant is hereby authorized, subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plans dated February 25, 2019, on file with at City offices and attached to this resolution. 3. Utilities shall be installed per the site plan dated February 25, 2019. 4. Construction shall occur in conformance with the landscape plan dated February 25, 2019; subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 5. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. 6. Trash enclosures/storage at the rear of the structure shall comply with City Code. 2 7. The infiltration basin shall be constructed in conformance with City standards and approval by the City Engineer. 8. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite infiltration areas. 9. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 10. A cross parking agreement between all lots shall be filed with the City prior to issuance of a building permit. 11. Subject to all conditions noted in the Building Official's memo dated January 4, 2019. 12. Subject to all conditions noted in the City Engineer's memo dated January 10, 2019. 13. The final plat for the Cedar Retail Addition shall be recorded with Dakota County prior to the issuance of a building permit. 14. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 15. The Site Plan and Building Permit authorization is subject to the approval of the Cedar Retail Addition final plat. 16. Construction shall occur in conformance with the architectural plans dated February 22, 2019, subject to minor revisions. 17. The owner shall submit a detailed nursery bid list at the time of application for the building permit that confirms the value of the landscape plantings. 18. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. on Saturday. Construction shall not be performed on Sundays or federal holidays. 19. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 20. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be 3 repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. ___________________________________ Mary Hamann-Roland, Mayor ATTEST: ______________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 28, 2019, the original of which is in my possession, dated this day of ___________________, 20___. Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CEDAR RETAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the building permit shall be applicable to land legally described as Lot 2, Block 1, Cedar Retail Addition; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 16, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for the redevelopment of the existing building demolishing approximately 14,500 sq. ft. and retaining approximately 9,700 sq. ft. is hereby authorized, subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plans dated February 25, 2019, on file with at City offices and attached to this resolution. 3. Construction shall occur in conformance with the landscape plan dated February 25, 2019; subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 4. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. 5. Trash enclosures/storage at the rear of the structure shall comply with City Code. 2 6. The infiltration basin shall be constructed in conformance with City standards and approval by the City Engineer. 7. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite infiltration areas. 8. Additional trees shall be added surrounding the infiltration basin west of the existing building, as shown on the amended site plan dated February 25, 2019. 9. Landscaping in western most curb island shall be shifted within the landscape island to allow for an unobstructed view when vehicles are headed northbound to meet the requirements of the City Engineer. 10. An internal stop condition shall be installed on the western most curb island for traffic coming from the south to allow for east/west thru traffic, as shown on the amended site plan dated February 25, 2019. 11. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 12. A cross parking agreement between all lots shall be filed with the City prior to issuance of a building permit. 13. Subject to all conditions noted in the Building Official's memo dated January 4, 2019. 14. Subject to all conditions noted in the City Engineer's memo dated January 10, 2019. 15. The final plat for the Cedar Retail Addition shall be recorded with Dakota County prior to the issuance of a building permit. 16. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 17. The Site Plan and Building Permit authorization is subject to the approval of the Cedar Retail Addition final plat. 18. Construction shall occur in conformance with the architectural plans dated January 8, 2019, subject to minor revisions. 19. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. on Saturday. Construction shall not be performed on Sundays or federal holidays. 20. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever 3 directed by the Apple Valley Building Official or Zoning Administrator. 21. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. ___________________________________ Mary Hamann-Roland, Mayor ATTEST: ______________________________________ Pamela J. Gackstetter, City Clerk CERTIFICATE I, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 28, 2019, the original of which is in my possession, dated this day of __________________, 20___. ____________________________________ Pamela J. Gackstetter, City Clerk Time Square Shopping Center µ LOCATION MAP ^ 147TH ST W 150TH ST WCEDAR AVEGLENDA DR149TH ST WPENNOCK AVEGRANADA AVE148TH ST W GLAZIER AVEFRONTAGE RD PENNOCK LNGRANADA DRCEDAR AVE150TH ST W GLAZIER AVE Time Square Shopping Center µ Zoning Map ^ 147TH ST W 150TH ST W CEDAR AVEGLENDA DR149TH ST W PENNOCK AVEGRANADA AVE148TH ST W GLAZIER AVEFRO NTAG E RD PENNOCK LNGRANADA DRCEDAR AVE1 5 0 T H S T W GLAZIER AVERB RB GB RB RB RB RB RB PD-290 Time Square Shopping Center µComprehensive Plan Designation Map ^ C C C C C C CC 147TH ST W 150TH ST W CEDAR AVEGLENDA DR149TH ST W PENNOCK AVEGRANADA AVE148TH ST W GLAZIER AVEFRO NTAG E RD PENNOCK LNGRANADA DRCEDAR AVE1 5 0 T H S T W GLAZIER AVE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg February 25, 2019 - 11:54amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTANORTHVICINITYN.T.S.SITEAPPLE VALLEY, DAKOTA COUNTY, MINNESOTA1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCHWHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A (34"x22") SHEET.3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/ORUTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDINGPOSSESSION AND THE FINAL CONNECTION OF SERVICES.4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES,AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:LANDSCAPE ARCHITECTKIMLEY-HORN AND ASSOCIATES, INC.RYAN HYLLESTED, P.L.A.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: (612) 568-0698PROJECT TEAM:SURVEYORSUNDE LAND SURVEYING9001 E. BLOOMINGTON FRWY. SUITE 118BLOOMINGTON, MN 55420TELEPHONE: (952) 881-2455CONTACT: ARLEE CARLSONENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: BRIAN M. WURDEMAN, P.E.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE (651) 645-4197OWNER / DEVELOPERINTERSTATE DEVELOPMENTLONNIE PROVENCHER6390 CARLSON DRIVEEDEN PRAIRIE, MN 55346TELEPHONE: (651) 406-8050TIMES SQUARE SHOPPING CENTERSECTION 28, TOWNSHIP 115N, RANGE 20WFORSITE DEVELOPMENT PLANSSheet List TableSheet Number Sheet TitleC000 COVER SHEETC200 DEMO PLANC201 DEMO PLANC202 DEMO PLANC400 SITE PLANC401 SITE PLANC402 SITE PLANC500 GRADING PLANC501 GRADING PLANC502 GRADING PLANC503 STORMWATER DETAILSC600UTILITY PLANC601UTILITY PLANC602UTILITY PLANC700CONSTRUCTION DETAILSC701CONSTRUCTION DETAILSC702CONSTRUCTION DETAILSL100LANDSCAPE PLANL102LANDSCAPE DETAILSL101LANDSCAPE ENLARGEMENTSGEOTECHNICALAMERICAN ENGINEERING TESTING, INC.MICHAEL P. MCCARTHY, P.E.550 CLEVELAND AVENUE NORTHST. PAUL, MN 55114TELEPHONE: (651) 659-9001 CEDAR AVENUE GLENDA A V E N U E 149TH AVE WESTSEE SHEET C201150TH STREET WESTGRANADA DRIVEGLENDA AVENUEGRANADA AVENUESEE SHEET C202CEDAR AVENUE 74,000± SFEXISTING RETAIL±23,750 SFEXISTING RETAILThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg February 25, 2019 - 11:54amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC200TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTA1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THEPLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECTDOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITSREQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT ANDRECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTIONMANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCESAND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OFEXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITYCOMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINESBEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVEDOR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIMESHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY ISNECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSEATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH APPLEVALLEY, DAKOTA COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OFTHE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASESOF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIREDWATER MAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION. ANY COSTSASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOEXTRA COMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHALL STATE OF MINNESOTA REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESNORTHLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUT CEDAR AVENUEGLENDA AVENUE 149TH AVE WESTSEE SHEET C201±23,750 SFEXISTINGRETAILREMOVE EXISTINGTREE (TYP.)REMOVE EXISTINGUTILITY (TYP.)REMOVE EXISTING CURBAND GUTTER (TYP.)REMOVE EXISTINGBUILDING (TYP.)PROTECT EXISTINGPAVING (TYP.)REMOVE EXISTINGBITUMINOUS ASPHALTPAVING (TYP.)PROTECTWESTERNPORTION OFEXISTING RETAILBUILDINGCOORDINATE EXACT DEMOLITION LIMITSWITH PROPOSED ARCHITECTURAL PLANSFOR SOUTH RETAIL BUILDINGThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg February 25, 2019 - 11:54amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC201TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTA1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNINGAUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCHTHAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDECOPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BEINTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THECITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES.THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THESTART OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIESWITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THATMAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TOALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THEWORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATEDWITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITYCOMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTINGUTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BESTMANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED INACCORDANCE WITH APPLE VALLEY, DAKOTA COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IFACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSEDIMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORKAND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BETHE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALEDBY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERSREPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVEDWITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESNORTHLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTMATCH LINE. SEE SHEET C402 GLENDA AVENUEGRANADA AVENUECEDAR AVENUE 74,000± SFEXISTING RETAILREMOVE EXISTING CURBAND GUTTER (TYP.)REMOVE EXISTINGBITUMINOUS ASPHALTPAVING (TYP.)REMOVE EXISTINGUTILITY (TYP.)REMOVE EXISTINGBITUMINOUS ASPHALTPAVING (TYP.)PROTECT EXISTINGUTILITY (TYP.)REMOVE EXISTINGCOLUMNS TO BOTTOMOF CONCRETE BASESECTION (TYP.)REMOVE EXISTINGFENCE AND PERGOLAREMOVE EXISTINGPERGOLAREMOVE EXISTINGPLANTER BOXREMOVE EXISTINGBOLLARDS TO ASPHALTSURFACE (TYP.)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg February 25, 2019 - 11:54amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC202TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTAMATCH LINE. SEE SHEET C4011. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNINGAUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCHTHAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDECOPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BEINTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THECITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES.THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THEUTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THESTART OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIESWITHIN ALL AREAS OF PROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THATMAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TOALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THEWORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATEDWITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITYCOMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTINGUTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BESTMANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED INACCORDANCE WITH APPLE VALLEY, DAKOTA COUNTY AND MINNESOTA/DOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IFACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSEDIMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORKAND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATERMAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BETHE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALEDBY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERSREPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVEDWITHOUT APPROVAL FROM THE ENGINEER.DEMOLITION PLAN NOTESLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE BUILDINGREMOVE TREEREMOVE CONCRETE CURB & GUTTERREMOVE UTILITY LINESPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING J-BARRIEREXISTING RETAINING WALLEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING STORM CATCHBASINEXISTING GAS METEREXISTING POST INDICATOR VALVEEXISTING WELLEXISTING AUTOMATIC SPRINKLEREXISTING ROOF DRAINEXISTING GATE VALVEEXISTING HYDRANTEXISTING METAL COVEREXISTING ELECTRICAL METEREXISTING AIR CONDITIONEREXISTING TELEPHONE MANHOLEEXISTING CABLE BOXEXISTING GUY WIREEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREECLEARING & GRUBBINGFILL & ABANDON UTILITY LINESEXISTING CURB & GUTTERLEGENDFULL DEPTH SAWCUTNORTH DRIVETHRUENTRYDRIVETHRUENTRYPORTILLO'S7,700± SFCEDAR AVENUE GLENDA A V E N U E 74,000± SFRETAIL±9,700 SFEXIST. BLDGTO REMAINLOT 1LOT 2LOT 3149TH AVE WESTSEE SHEET C401150TH STREET WESTGRANADA DRIVEGLENDA AVENUERAISINGCANE'SKFCO'REILLYAUTO PARTSMcDONALD'SGRANADA AVENUESEE SHEET C402CEDAR AVENUE STORMWATERMANAGEMENTSTORMWATERMANAGEMENTThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg February 25, 2019 - 11:54am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE PLANC400TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTASITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY SUNDE, DATED 10/04/2018.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 10.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.PROPERTY LINEBUILDING SETBACK LINELEGENDNORTHLOT AREA BUILDING PARKINGPROVIDED**RATIOPROVIDEDPARKING REQUIRED RATIO REQUIRED*LOT 1 6.42 ACRES74,000 SQ. FT.279 SPACES3.77404 SPACES5.46LOT 2 1.84 ACRES9,700 SQ. FT.87 SPACES8.9774 SPACES7.63LOT 3 1.77 ACRES7,700 SQ. FT.80 SPACES10.3965 SPACES8.4410.03ACRES93,400 SQ. FT.446 SPACES 4.78 543 SPACES 5.81OVERALL SITE DATA TABLE*CITY OF APPLE VALLEY MINIMUM REQUIRED PARKING SPACES:RETAIL - 1 SPACE PER 150 S.F. FOR THE FIRST 20,000 S.F. THEN 1 SPACE PER 200 S.F. THEREAFTER.RESTAURANT - 1 SPACE PER 3 SEATS.** IT IS UNDERSTOOD THAT THERE WILL BE A SHARED PARKING AGREEMENT BETWEEN THE TENANTS OF THE THREE BUILDINGS.*** THE PROPOSED NUMBER OF PARKING STALLS IS GREATER THAN THE EXISTING NUMBER OF PARKING STALLS ON-SITE AND A PARKINGVARIANCE WILL NOT BE REQUIRED. DRIVETHRUENTRYDRIVETHRUENTRYPORTILLO'S7,700± SFCEDAR AVENUEGLENDA AVENUE ±9,700 SFEXIST. BLDGTO REMAINLOT 2LOT 3149TH AVE WEST15' BUILDING SETBACKPROPOSED PROPERTY LINE30' BUILDING SETBACKPROPOSEDPROPERTY LINERAISINGCANE'SKFCO'REILLYAUTOPARTSMcDONALD'SAABBBBBBBCCCCDDDDDEFGHJJJJJKKKKLLLHHNNNNNNNNPPPPPQRUUUVVUU18.5'9.0'9.0'9.0'9.0'9.0'18.5'18.5'9.0'9.0'U11.0'11.0'13.0'OOOOO14.5'98.7'23.0'PROPOSEDEXTERIORBLDG WALL16.0'19.7'WWX4.8'5.0'24.1'15' BUILDING SETBACK15' BUILDING SETBACK5' PARKING SETBACK15' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACKEXISTING R.O.W AND UTILITY EASEMENT24.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'SANITARY SEWER AND WATERMAINEXTENSIONS WITHIN RIGHT-OF-WAYANTICIPATED TO BE PART OF PUBLICIMPROVEMENT PROJECT, CONTRACTORSHALL COORDINATE TIMING OFPROPOSED UTILITY SERVICES WITHPUBLIC IMPROVEMENT PROJECT18.5'73.2'18.5'9.0'29.6'24.7'9.5'9.5'24.5'23.2'32.6'24.9'24.0'24.8'23.6'8.0'80.0'121.0'6.0'6.0'DDDDD20.0'YYY6.0'9.0'20.0'9.0'24.0'18.0'18.0'STORMWATERMANAGEMENTSTORMWATERMANAGEMENTMATCH EXISTING GRADES OF NEW CURB ISLAND,REMOVE PAVEMENT AS NEEDED PER DEMO PLAN23.7'24.0'24.0'W3.5'LZZZQQ24.0'9.0'18.0'BPDThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg February 25, 2019 - 11:54am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE PLANC401TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTAPROPOSED CURB AND GUTTERPROPERTY LINESETBACK LINEPROPOSED CONCRETE PAVEMENTLEGENDNORTHKEYNOTE LEGENDDRIVE THRU MENU BOARD AND SIGNAGE. REF ARCH PLANSACCESSIBLE STALL. SEE DETAILACCESSIBLE SIGN. SEE DETAILACCESSIBLE CURB RAMP WITH YELLOW PAINTED TRUNCATEDDOMES. SEE DETAILDUMPSTER ENCLOSURE. REF ARCH PLANSOUTDOOR PATIO. REF ARCH PLANSTRANSFORMER PAD. COORDINATE WITH UTILITYGENERAL LOCATION OF SITE SIGNAGE. REF ARCH PLANS.LOCATION PROVIDED FOR REFERENCE ONLY. EXACT LOCATION OFSIGN TO BE PROVIDED WITH SIGN PERMITLIGHT POLE. REF ARCH PLANSPAVEMENT MARKING. 4" SOLID YELLOWPEDESTRIAN CROSSWALK. SEE DETAILSTOP SIGN AND BARINTEGRAL CURBB612 CURB AND GUTTER. GUTTER SLOPE TO MATCH ADHACENTPAVEMENT. TRANSVERSE AND LONGITUDINAL.VALLEY GUTTERRAISED CURBLESS SIDEWALK"DO NOT ENTER" SIGN"ON-LINE ORDERING" SIGNNOT USED"ONE-WAY" SIGNPAVEMENT DIRECTIONAL ARROW2' CURB CUTCEDAR AVENUE WAY-FINDING / DO NOT BLOCK INTERSECTIONSIGNAGEDRIVE-THRU HOLDING SPACESDRIVE-THRU DIRECTIONAL SIGNAGE4-6" LIMESTONE RIP RAP SWALE (SEE DETAIL ON SHEET C503)ABCDEFGHIJKLMNOPQRSTUVWXYZPROPOSED HEAVY DUTY ASPHALT PAVEMENTSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY SUNDE, DATED 10/04/2018.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 10.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.MATCH LINE. SEE SHEET C402LOT AREA BUILDING PARKINGPROVIDED**RATIOPROVIDEDPARKING REQUIRED RATIO REQUIRED*LOT 1 6.42 ACRES74,000 SQ. FT.279 SPACES3.77404 SPACES5.46LOT 2 1.84 ACRES9,700 SQ. FT.87 SPACES8.9774 SPACES7.63LOT 3 1.77 ACRES7,700 SQ. FT.80 SPACES10.3965 SPACES8.4410.03ACRES93,400 SQ. FT.446 SPACES4.78543 SPACES5.81OVERALL SITE DATA TABLE*CITY OF APPLE VALLEY MINIMUM REQUIRED PARKING SPACES:RETAIL - 1 SPACE PER 150 S.F. FOR THE FIRST 20,000 S.F. THEN 1 SPACE PER 200 S.F. THEREAFTER.RESTAURANT - 1 SPACE PER 3 SEATS.** IT IS UNDERSTOOD THAT THERE WILL BE A SHARED PARKING AGREEMENT BETWEEN THE TENANTS OF THE THREE BUILDINGS.*** THE PROPOSED NUMBER OF PARKING STALLS IS GREATER THAN THE EXISTING NUMBER OF PARKING STALLS ON-SITE AND A PARKINGVARIANCE WILL NOT BE REQUIRED.PROPOSED COLORED CONCRETE PAVEMENT(TYP.) 74,000± SFRETAILLOT 1GLENDAAVENUEGRANADA AVENUECEDAR AVENUE 20.0' 27.3'37.6'9.0'PAVEMENTMARKING. 4"SOLID YELLOW.PATCHCONCRETE INLOCATION OFREMOVEDCOLUMNSThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg February 25, 2019 - 11:55am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSITE PLANC402TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTAPROPOSED CURB AND GUTTERPROPERTY LINESETBACK LINEPROPOSED CONCRETE PAVEMENTLEGENDNORTHSITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONSAND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXITPORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASEBID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESSOTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTSAND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALLCOST SHALL BE INCLUDED IN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY SUNDE, DATED 10/04/2018.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OROMISSIONS CONTAINED THEREIN.8. TOTAL LAND AREA IS 10.03 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARESHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TOVERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE ANDUNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATEDWITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTYBOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.MATCH LINE. SEE SHEET C401PROPOSED HEAVY DUTY ASPHALT PAVEMENTLOT AREA BUILDING PARKINGPROVIDED**RATIOPROVIDEDPARKING REQUIRED RATIO REQUIRED*LOT 1 6.42 ACRES74,000 SQ. FT.279 SPACES3.77404 SPACES5.46LOT 2 1.84 ACRES9,700 SQ. FT.87 SPACES8.9774 SPACES7.63LOT 3 1.77 ACRES7,700 SQ. FT.80 SPACES10.3965 SPACES8.4410.03ACRES93,400 SQ. FT.446 SPACES4.78543 SPACES5.81OVERALL SITE DATA TABLE*CITY OF APPLE VALLEY MINIMUM REQUIRED PARKING SPACES:RETAIL - 1 SPACE PER 150 S.F. FOR THE FIRST 20,000 S.F. THEN 1 SPACE PER 200 S.F. THEREAFTER.RESTAURANT - 1 SPACE PER 3 SEATS.** IT IS UNDERSTOOD THAT THERE WILL BE A SHARED PARKING AGREEMENT BETWEEN THE TENANTS OF THE THREE BUILDINGS.*** THE PROPOSED NUMBER OF PARKING STALLS IS GREATER THAN THE EXISTING NUMBER OF PARKING STALLS ON-SITE AND A PARKINGVARIANCE WILL NOT BE REQUIRED. PORTILLO'S7,700± SFFFE: 958.00CEDAR AVENUE GLENDA A V E N U E 74,000± SFRETAIL±9,700 SFEXIST. BLDGTO REMAINFFE: 957.80LOT 1LOT 2LOT 3149TH AVE WESTSEE SHEET C501150TH STREET WESTGRANADA DRIVEGLENDA AVENUERAISINGCANE'SKFCO'REILLYAUTO PARTSMcDONALD'SGRANADAAVENUESEE SHEET C502CEDAR AVENUE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg February 25, 2019 - 11:55am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTANORTHGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TOSUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONEDUTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER ANDCONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALLSTREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BERE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISENOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NOCASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS ORAISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER INLANDSCAPE AREAS.18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS.19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE.20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE INCONCRETE PAVEMENT AREAS.21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB"WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENTDRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODEROSION CONTROL PLAN NOTES1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION.2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING.3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES.4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFERTO LANDSCAPE PLANS FOR MATERIALS.5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICTPERMITS.6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCESDURING THE DURATION OF THE CONSTRUCTION.7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR.8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED.9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEPADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS.10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS.UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN,PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS,SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANYCHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVEFOR 7 DAYS OR MORE.2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS ANDGUTTERS.3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLETSTRUCTURE IS INSTALLED.4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE.5. PREPARE SITE FOR PAVING.6. PAVE SITE AND INSTALL STRIPING.7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES.8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS.9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEENFULLY STABILIZED THEN:1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS.SEQUENCE OF CONSTRUCTION:CURVE NUMBER SUMMARYAREA CNEXISTING LOT 1 6.42 AC94EXISTING LOT 2 1.84 AC89EXISTING LOT 3 1.77 AC93EXISTING OVERALL 10.03 AC93PROPOSED LOT 1 6.42 AC94PROPOSED LOT 2 1.84 AC90PROPOSED LOT 3 1.77 AC91PROPOSED OVERALL 10.03 AC93IMPERVIOUS / PERVIOUS SUMMARYTOTAL PERVIOUS.%EXISTING LOT 1 6.42 AC 0.631 AC9.80%EXISTING LOT 2 1.84 AC 0.441 AC24.00%EXISTING LOT 3 1.77 AC 0.282 AC15.9%EXISTING TOTAL 10.03 AC 1.354 AC13.5%PROPOSED LOT 1 6.42 AC 0.646 AC10.1%PROPOSED LOT 2 1.84 AC 0.403 AC21.9%PROPOSED LOT 3 1.77 AC 0.337 AC19.0%PROPOSED TOTAL 10.03 AC 1.386 AC11.3% 4.30%4.56%1.89%3.19%1.70%PORTILLO'S7,700± SFFFE: 958.00CEDAR AVENUEGLENDA AVENUE ±9,700 SFEXIST. BLDGTO REMAINFFE: 957.80LOT 2LOT 3149TH AVE WESTMcDONALD'S1.44%1.66%1.61%33.33%24.19%2.08%26.55%3.31%3.61%1.78%4.22%3.70%3.19%2.48%1.94%1.49%1.19%2.56%2.20%2.23%3.85%4.04%2.19%CONSTRUCT PROPOSED STORM CATCHBASIN MANHOLE OVER EXISTING 18"STORM SEWER. CONTRACTOR TO VERIFYEXISTING INVERT ELEVATION AND SIZEPRIOR TO CONSTRUCTIONEAST BIO-INFILTRATION BASINBOTTOM OF BASIN: 952.50TOP OF BASIN: 955.0010" RISER OUTLET: 953.80TOTAL STORAGE: 1,331 CF100-YEAR ELEVATION: 954.99EAST UNDERGROUND STORMTECH (PRINSCO 30" CHAMBEROR APPROVED EQUAL) INFILTRATION SYSTEMSTONE IE: 950.35CHAMBER IE: 951.10TOP OF CHAMBER: 953.60TOP OF STONE: 954.10TOTAL STORAGE: 19,428 CF100-YEAR ELEVATION: 953.82CONTRACTOR TO OBTAIN RIGHT-OF-WAYPERMIT FROM CITY OF APPLE VALLEYFOR WORK IN GRANADA AVENUERAIN GUARDIANTURRETRAIN GUARDIANTURRETRAIN GUARDIANTURRETRAIN GUARDIANTURRETPRETREATMENTISOLATOR ROWPRETREATMENTISOLATOR ROWPRETREATMENTISOLATOR ROWWEST BIO-INFILTRATION BASINBOTTOM OF BASIN: 951.70TOP OF BASIN: 956.00FES 12" IE: 953.50TOTAL STORAGE: 8,947 CF100-YEAR ELEVATION: 954.622.15%8.42%8.48%14.97%NYLOPLASTDRAIN BASINW/ BEEHIVECASTINGNYLOPLAST DRAIN BASINW/ BEEHIVE CASTINGCONNECT TO EXISTING 12"STORM. CONTRACTOR TOVERIFY INVERT ELEVATIONAND SIZE PRIOR TOCONSTRUCTION.CONTRACTOR TO OBTAIN RIGHT-OF-WAYPERMIT FROM CITY OF APPLE VALLEYFOR WORK IN GLENDA AVENUEThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg February 25, 2019 - 11:55am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC501TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTAGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OFAPPLE VALLEY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> ATLEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FORUTILITY LOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OREXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OFSITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEPROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTEREXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATERSEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIALADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BEBACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL ANDVERTICAL CONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOWPROPOSED STORM SEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGHGRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FORSUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANYABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALLBECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSEDOF OFF THE CONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAINSERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS ANDCURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVEDRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB ANDGUTTER AND CONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALLRESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBEDAREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESSOTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDINGCROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADASTATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMPSLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALLSIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINALSIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS.SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BEADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IFADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NOCONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.ACOMPLIANCE ISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORMPIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OFCOVER IN LANDSCAPE AREAS.18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHTINCLUDING MANHOLE CONNECTIONS.19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THECURRENT PLUMBING CODE.20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS,0.5% SLOPE IN CONCRETE PAVEMENT AREAS.21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND"OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.0PROPOSED DRAINAGE DIRECTION 0.0%0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODNORTHMATCH LINE. SEE SHEET C502CURVE NUMBER SUMMARYAREA CNEXISTING LOT 1 6.42 AC94EXISTING LOT 2 1.84 AC89EXISTING LOT 3 1.77 AC93EXISTING OVERALL 10.03 AC93PROPOSED LOT 1 6.42 AC94PROPOSED LOT 2 1.84 AC90PROPOSED LOT 3 1.77 AC91PROPOSED OVERALL 10.03 AC93IMPERVIOUS / PERVIOUS SUMMARYTOTAL PERVIOUS.%EXISTING LOT 1 6.42 AC 0.631 AC9.80%EXISTING LOT 2 1.84 AC 0.441 AC24.00%EXISTING LOT 3 1.77 AC 0.282 AC15.9%EXISTING TOTAL 10.03 AC 1.354 AC13.5%PROPOSED LOT 1 6.42 AC 0.646 AC10.1%PROPOSED LOT 2 1.84 AC 0.403 AC21.9%PROPOSED LOT 3 1.77 AC 0.337 AC19.0%PROPOSED TOTAL 10.03 AC 1.386 AC11.3%1. GRADING OF THE INFILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYINGSOILS. A BACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF INFILTRATION BASINS TO PREVENT COMPACTION OR SMEARING OF SOILS. THECONTRACTOR SHALL SCARIFY THE UNDERLYING SOILS TO A MINIMUM 18" DEPTH TO REMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXEDWITH THE UNDERLYING SOILS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND.2. INFILTRATION BASINS EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVEBEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS.3. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA.4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUSTBE SEGREGATED.5. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER.6. DO NOT LEAVE INFILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OFEVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITHFILTER FABRIC OR IMPERMEABLE SHEETING.7. IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THENEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS.8. EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPESPECIAL.9. STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED INFILTRATION BASINS.10. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AREA BEFORE OR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BEALLOWED INSIDE OF ORANGE CONSTRUCTION FENCE FOR THE SOLE PURPOSE OF CONSTRUCTION THE FILTRATION BASIN.11. ALL INFILTRATION BASIN CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS.12. ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.STORMWATER MANAGEMENT NOTES CONNECT TO EXISTINGSTORM MANHOLE. IE:950.65CONTRACTOR TO VERIFYINVERT ELEVATION PRIORTO CONSTRUCTION.CONSTRUCT PROPOSED STORM CATCHBASIN MANHOLE OVER EXISTING 24"STORM SEWER. CONTRACTOR TO VERIFYEXISTING INVERT ELEVATION AND SIZEPRIOR TO CONSTRUCTION74,000± SFRETAILLOT 1GLENDA AVENUEGRANADA AVENUECEDAR AVENUE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg February 25, 2019 - 11:55am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL2 01/02/2019BMWCITY RESUBMITTAL3 01/09/2019BMWREV SOUTH RETAIL BLDG SETBACK4 01/22/2019BMWCITY RESUBMITTAL5 01/31/2019BMWREVISED PUBLIC WATERMAIN EXT.6 02/13/2019BMWREVISED PUBLIC WATERMAIN EXT.7 02/22/2019BMWREVISED PORTILLO'S BUILDING8 02/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC502TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTAGRADING PLAN NOTES1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLEVALLEY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEASTTWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITYLOCATIONS.3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITEGRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECTENGINEER OF ANY DISCREPANCIES OR VARIATIONS.5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTEREXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATERSEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIALADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLEDPROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICALCONTROL.7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSEDSTORM SEWER ALIGNMENTS.8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADETO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE.9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANYABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOMETHE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THECONSTRUCTION SITE.10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAINSERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION.11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURBAND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVEDRAINAGE.12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB ANDGUTTER AND CONCRETE SIDEWALKS.13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALLRESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBEDAREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>.14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESSOTHERWISE NOTED.15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS.IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALLACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALLDIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATESSHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TOPAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.ACOMPLIANCE ISSUES.16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS.17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORMPIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OFCOVER IN LANDSCAPE AREAS.18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHTINCLUDING MANHOLE CONNECTIONS.19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THECURRENT PLUMBING CODE.20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5%SLOPE IN CONCRETE PAVEMENT AREAS.21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALLCURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURBWHERE PAVEMENT DRAINS AWAY FROM GUTTER.PROPOSED STORM SEWERPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0EOF:0.0PROPOSED DRAINAGE DIRECTION 0.0%0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODNORTHMATCH LINE. SEE SHEET C501CURVE NUMBER SUMMARYAREA CNEXISTING LOT 1 6.42 AC94EXISTING LOT 2 1.84 AC89EXISTING LOT 3 1.77 AC93EXISTING OVERALL 10.03 AC93PROPOSED LOT 1 6.42 AC94PROPOSED LOT 2 1.84 AC90PROPOSED LOT 3 1.77 AC91PROPOSED OVERALL 10.03 AC93IMPERVIOUS / PERVIOUS SUMMARYTOTAL PERVIOUS.%EXISTING LOT 1 6.42 AC 0.631 AC9.80%EXISTING LOT 2 1.84 AC 0.441 AC24.00%EXISTING LOT 3 1.77 AC 0.282 AC15.9%EXISTING TOTAL 10.03 AC 1.354 AC13.5%PROPOSED LOT 1 6.42 AC 0.646 AC10.1%PROPOSED LOT 2 1.84 AC 0.403 AC21.9%PROPOSED LOT 3 1.77 AC 0.337 AC19.0%PROPOSED TOTAL 10.03 AC 1.386 AC11.3%1. GRADING OF THE INFILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYINGSOILS. A BACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF INFILTRATION BASINS TO PREVENT COMPACTION OR SMEARING OF SOILS. THECONTRACTOR SHALL SCARIFY THE UNDERLYING SOILS TO A MINIMUM 18" DEPTH TO REMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXEDWITH THE UNDERLYING SOILS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND.2. INFILTRATION BASINS EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVEBEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS.3. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA.4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUSTBE SEGREGATED.5. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER.6. DO NOT LEAVE INFILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OFEVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITHFILTER FABRIC OR IMPERMEABLE SHEETING.7. IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THENEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS.8. EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPESPECIAL.9. STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED INFILTRATION BASINS.10. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AREA BEFORE OR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BEALLOWED INSIDE OF ORANGE CONSTRUCTION FENCE FOR THE SOLE PURPOSE OF CONSTRUCTION THE FILTRATION BASIN.11. ALL INFILTRATION BASIN CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS.12. ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.STORMWATER MANAGEMENT NOTES RAIN GUARDIAN TURRET CROSS-SECTION VIEW U.S. PATENT 8,501,016 6" 4" 5.5" 5" 5" 6" 1'-1.75"1'-3.5" 10.5"1' INLET CURB GUTTERLINE RAIN GUARDIAN TURRET INLET HIGH VOLUME OVERFLOW TOP FIBERGLASS GRATE RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) GUTTERLINE PRIMARY OUTLETREMOVABLE FILTER WALL BASIN BOTTOM CLASS 5 AGGREGATE SUBSOILS RAIN GUARDIAN TURRET PLAN VIEW U.S. PATENT 8,501,016 3'-8"3'-10"4'-1"4'-2"INSURMOUNTABLE CURB FACE DISTANCE VARIES CURB-CUT (WIDTH VARIES) BACK OF CURB RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL INTERFERENCE WITH FILTER INSURMOUNTABLE CURB FACE CONCRETE INLET SITE SPECIFIC SITE SPECIFIC This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg February 25, 2019 - 11:55am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSTORMWATERDETAILSC503TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN WURDEMAN, P.E.01/31/201953113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNACLBMWWDMCONTRACTOR SHALL VERIFY SOILS BELOW UNDERGROUND SYSTEM MEET 0.80 IN/HR INFILTRATION RATE, SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH ENGINEERED SOILS DOWN TO SOILS SUSCEPTIBLE TO 0.80 IN/HR INFILTRATION RATE IF NEEDED OUTLET CONTROL STRUCTURE 12" OUTLET PIPE IE: 951.40 STONE IE: 950.35 TOP CHAMBER: 953.60 TOP STONE : 954.10 WATER QUALITY VOLUME DEPTH IE: 951.40 4,722 CF OF WATER QUALITY VOLUME PROVIDED CHAMBER IE : 951.10 EAST BIO-INFILTRATION BASIN 1.3' WATER QUALITY VOLUME DEPTH, 322 CF OF WATER QUALITY VOLUME PROVIDED 3' DEPTH ENGINEERED SOIL, PLAISTED COMPANIES RAIN GARDEN MIX OR APPROVED EQUAL. OVERFLOW STRUCTURE, SEE DETAIL TO RIGHT WATER QUALITY ELEVATION: 953.80 BOTTOM OF BASIN: 952.50 CONTRACTOR SHALL VERIFY SOILS BELOW UNDERGROUND SYSTEM MEET 0.80 IN/HR INFILTRATION RATE, SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH ENGINEERED SOILS DOWN TO SOILS SUSCEPTIBLE TO 0.80 IN/HR INFILTRATION RATE IF NEEDED BIO-INFILTRATION BASIN NOTES 1.UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIZATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF OF THE BMP AFTER SIGNIFICANT RAIN EVENTS THAT SHOW THE BMP HAS DRAWN DOWN WITHIN 48 HOURS 2.NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS 3.FINAL EXCAVATION OF INFILTRATION BASIN AND INSTALLATION/INCORPORATION OF SOIL-MEDIA MIX MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION BASIN IF SOIL CONDITIONS ARE WET. 4.IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OF THE BASIN MUST BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLED AT THE BASE OF THE INFILTRATION BASIN SIDE-SLOW AND TOP OF THE SIDE-SLOPE OF THE INFILTRATION BASIN PERIMETER AND REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED 5.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY BMP UNDERGROUND INFILTRATION NOTES 1.UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIZATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF OF THE BMP AFTER SIGNIFICANT RAIN EVENTS THAT SHOW THE BMP HAS DRAWN DOWN WITHIN 48 HOURS 2.CONTRACTOR SHALL NOT COMPACT SUBGRADE BENEATH SYSTEM 3.FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING. DO NOT WORK IN EXCAVATION FOR UNDERGROUND FILTRATION SYSTEM IF SOIL CONDITIONS ARE WET. 4.IMMEDIATELY FOLLOWING BMP INSTALLATION. THE EXCAVATION OF THE UNDERGROUND SYSTEM SHALL BE PROTECTED WITH TEMPORARY SILT FENCE INSTALLED AT THE BASE AND TOP OF THE EXCAVATION UNTIL THE DRAINAGE AREA IS STABILIZED. 5.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES) CONFORM TO DESIGN AND/OR PLANS AS APPROVED BY THE CITY ALL JOINTS IN MANHOLE TO HAVE "O" RING RUBBER GASKET PLAN OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION 48" DIA. FLOW SECTION A-A EAST POND OUTLET CONTROL STRUCTURE PIPE SHALL BE CUT FLUSH WITH INSIDE FACE OF WALL 5" 48" DIA. FLOW FLOW OUTLET RIM ELEV. ORIFICE CULVERT IE: 953.8010" IE: 951.63 955.00 EAST UNDERGROUND INFILTRATION SYSTEM - PRINSCO 30" CHAMBERS OR APPROVED EQUAL WEST BIO-INFILTRATION BASIN 1.8' WATER QUALITY VOLUME DEPTH, 4,640 CF OF WATER QUALITY VOLUME PROVIDED 3' DEPTH ENGINEERED SOIL. PLAISTED COMPANIES RAIN GARDEN MIX OR APPROVED EQUAL. 12" FES OVERFLOW, IE: 953.50 WATER QUALITY ELEVATION: 953.50 BOTTOM OF BASIN: 951.70 CONTRACTOR SHALL VERIFY SOILS BELOW UNDERGROUND SYSTEM MEET 0.80 IN/HR INFILTRATION RATE, SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH ENGINEERED SOILS DOWN TO SOILS SUSCEPTIBLE TO 0.80 IN/HR INFILTRATION RATE IF NEEDED INSTALL GEOTEXTILE FABRIC AROUND PERIMETER OF STONE ON TOP AND SIDES OF SYSTEM, NO FABRIC BELOW BOTTOM OF SYSTEM STONE PER MANUFACTURER'S RECOMMENDATION RAIN GARDIEN TURRET DETAIL PERSPECTIVE SECTION A-A A A COCOPORTILLO'S7,700± SFCEDAR AVENUEGLENDA AVENUE74,000± SF RETAIL ±9,700 SF EXIST. BLDG TO REMAIN LOT 1 LOT 2 LOT 3 149TH AVE WEST SEE SHEET C601 150TH STREET WESTGRANADA DRIVEGLEN D A A V E N U E RAISING CANE'SKFC O'REILLY AUTO PARTS McDONALD'SGRANADAAVENUESEE SHEET C602 CEDAR AVENUECO This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.01/31/201953113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNBMWDSSWDMUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF APPLE VALLEY AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT COCOPORTILLO'S7,700± SFCEDAR AVENUEGLENDA AVENUE±9,700 SF EXIST. BLDG TO REMAIN LOT 2 LOT 3 149TH AVE WEST RAISING CANE'S KFC O'REILLY AUTO PARTS McDONALD'S A B B E E F F G H I H 8X6 REDUCER SSWR-109 BLDG SERVICE IE:951.08 E 93 LF - 6" PVC @ 2.00% SSWR-103 RE:956.04 IE:948.46 N IE:948.36 E SSWR-102 SANITARY WYE IE:945.72 W IE:945.72 N 35 LF - 6" PVC @ 2.00% SSWR-104 RE:957.83 IE:946.43 N IE:946.43 W IE:946.43 S 4 LF - 6" PVC @ 2.00% SSWR-105 STUB IE:946.50 S SSWR-107 RE:957.91 IE:947.13 SE CO E J SSWR-108 RE:956.24 IE:949.23 W IE:949.23 S SSWR-101 RE:954.32 IE:944.46 W IE:943.96 S SSWR-100 RE:955.50 IE:943.06 N IE:942.56 W EX-MH RE:954.60 IE:942.00 E SSWR-106 SANITARY 45d WYE IE:947.03 NW IE:946.92 E CONNECT TO SANITARY STUB 5FT. FROM BUILDING. SEE MEP PLANS FOR CONTINUATION. TRANSFORMER PAD K L M N N J KO L B C C 223 LF - 8" PVC @ 0.40% 139 LF - 8" PVC @ 0.40% CONTRACTOR TO OBTAIN RIGHT-OF-WAY PERMIT FROM CITY OF APPLE VALLEY FOR WORK IN GLENDA AVENUE CONTRACTOR TO OBTAIN RIGHT-OF-WAY PERMIT FROM CITY OF APPLE VALLEY FOR WORK IN GRANADA AVENUE SANITARY SEWER AND WATERMAIN EXTENSIONS WITHIN RIGHT-OF-WAY ANTICIPATED TO BE PART OF PUBLIC IMPROVEMENT PROJECT, CONTRACTOR SHALL COORDINATE TIMING OF PROPOSED UTILITY SERVICES WITH PUBLIC IMPROVEMENT PROJECT 63 LF - 6" PVC @ 2.00% 39 LF - 6" PVC @ 2.00% 5 LF - 6" PVC @ 2.00% AGREEMENT TO BE OBTAINED FOR SHARED UTILITY SERVICES 5 LF - 6" PVC @ -2.00% 6 LF - 6" PVC @ 2.00% GREASE INTERCEPTOR BY OTHERS CONNECT TO EXISTING SANITARY MANHOLE, IE: 942.00, CONTRACTOR SHALL FIELD VERIFY INVERT PRIOR TO CONSTRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC601TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.01/31/201953113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNBMWDSSWDMUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF APPLE VALLEY AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN STUB WITH BEND AND GATE VALVE 45° BEND 22.5° BEND 11.25° BEND 8X8 TEE WITH GATE VALVE 8" FIRE WATER SERVICE POWER SERVICE GAS SERVICE COMMUNICATIONS SERVICE 2" DOMESTIC WATER SERVICE, TAP AND CORP STOP 8x6 REDUCER 6" FIRE WATER SERVICE FIRE HYDRANT WITH WEDGE VALVE - SEE DETAIL SEWER AND WATERMAIN CROSSING, PROVIDE MINIMUM 18" VERTICAL SEPARATION 6" GATE VALVE A B C D E F G H I J K L M N O PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT MATCH LINE. SEE SHEET C602 74,000± SF RETAIL LOT 1 GLEN D A A V E N U E GRANADA AVENUECEDAR AVENUEBBB B B BE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC602TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.01/31/201953113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNBMWDSSWDMUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF APPLE VALLEY AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT MATCH LINE. SEE SHEET C601 KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN TEE 45° BEND 22.5° BEND 11.25° BEND 8X8 TEE WITH GATE VALVE 8" FIRE SERVICE POWER SERVICE GAS SERVICE COMMUNICATIONS SERVICE A B C D E F G H I This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C7-CONSTRUCTION DETAILS.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCONSTRUCTIONDETAILSC700TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNACLBMWWDM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C7-CONSTRUCTION DETAILS.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCONSTRUCTIONDETAILSC701TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNACLBMWWDM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\C7-CONSTRUCTION DETAILS.dwg February 25, 2019 - 11:55amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCONSTRUCTIONDETAILSC702TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNACLBMWWDM PORTILLO'S8,300± SFCEDAR AVENUEGLENDA AVENUE±9,700 SF EXIST. BLDG TO REMAIN LOT 1 LOT 2 LOT 3 149TH AVE WEST D D DD D D D 27 - AJS 7 - KFG 27 - AJS 7 - KFG 27 - AJS 7 - KFG 27 - AJS 7 - KFG 6 - CBB 34 - SDO 3 - GOJ 30 - SDO 4 - DBH 3 - KFG 6 - SDO 6 - AJS 2 - TCA 5 - KFG 5 - DBH 27 - SDO 16 - KFG 2 - ABM 30 - SDO 4 - DBH 7 - AJS 6 - PDS2 - BOL2 - IHL2 - BOL2 - NAH 4 - SWO 2 - TCA 7 - SDO 9 - AJS 3 - KFG 8 - SDO 6 - TAU 4 - ANH 8 - SDO 8 - PDS A B B B B C C C R/W AND UTILITY EASEMENT INGRESS AND EGRESS EASEMENT ELECTRIC EASEMENT 10 - SDO 8 - RGD 10 - GOJ 9 - KFG 2 - RVB 17 - SDO 6 - GOJ 3 - PRE2 ED 1 L101 2 L101 ENLARGEMENT WEST BIO-INFILTRATION BASIN ENLARGEMENT EAST BIO-INFILTRATION BASIN 6 - SDO 13 - RSG 13 - RSG 8 - KFG2 21 - AJS 3 - PDS 1 - HCK2 1 - HCK2A B 3 - GOJ 3 - GOJ 10 - PDS 8 - AJS 10 - PDS A E 5 - GOJ 3 - DBH 3 - SGJ 3 - DBH 21 - SDO 9 - DBH 7 - RSG ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE RVB 2 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABM 2 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. BOL 4 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK2 2 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. NAH 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `HARVE`NORTHERN ACCLAIM HONEYLOCUST B & B 2.5" CAL. NWM 2 ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE B & B 2.5" CAL. PRE2 3 ULMUS AMERICANA `PRINCETON`AMERICAN ELM B & B 2.5" CAL. SWO 4 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANH 4 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. CBB 6 EUONYMUS ALATUS `COMPACTUS`COMPACT BURNING BUSH #5 CONT.5` O.C. DBH 28 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GOJ 30 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. RGD 10 CORNUS ALBA SIBIRICA `RED GNOME`RED GNOME DOGWOOD #5 CONT.4` O.C. SGJ 3 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 6 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. TCA 4 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE #5 CONT.5` O.C. VAC 6 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH #5 CONT.5` O.C. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE KFG2 25 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AJS 105 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT 18" OC KFG 64 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC PDS 37 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" OC RSG 33 PEROVSKIA X `LITTLE SPIRE`LITTLE SPIRE RUSSIAN SAGE #1 CONT 18" OC SDO 258 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C. PLANT SCHEDULE BASE CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING JOE 18 EUPATORIUM MACULATUM JOE PYE WEED FLAT 2" PLUGS 36" OC PYE 13 EUPATORIUM X `PHANTOM`PHANTOM JOE-PYE-WEED #1 CONT 30" OC SDG 30 CAREX COMOSA BOTTLEBRUSH SEDGE FLAT 2" PLUGS 24" O.C. SWG 26 PANICUM VIRGATUM SWITCHGRASS FLAT 2" PLUGS 36" OC TUR 18 CHELONE GLABRA TURTLEHEAD FLAT 2" PLUGS 24" O.C. BASE / SIDESLOPE CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING BES 28 RUDBECKIA SUBTOMENTOSA SWEET BLACK-EYED SUSAN FLAT 2" PLUGS 36" OC PBS 56 LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR FLAT 2" PLUGS 20" O.C. SIDESLOPE CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING PUR 2 ECHINACEA PURPUREA PURPLE CONEFLOWER FLAT 2" PLUGS 36" OC ZIZ 15 ZIZIA AUREA GOLDEN ALEXANDER FLAT 2" PLUGS 18" OC LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SOD 4" THICK 1.5"-3" ROCK MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) EXISTING DECIDUOUS TREE (TYP.) ROCK MULCH (TYP.) B C D E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg February 25, 2019 - 11:56am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA01/31/201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNMPIMPIRAHNORTH LANDSCAPE YARD REQUIRED(ALONG CEDAR AVENUE):5' WIDTH LANDSCAPE YARD PROVIDED:15' MINIMUM WIDTH LANDSCAPE ISLANDS REQUIRED(LOT 2):1,007 S.F. (2.00%) =(50,317 S.F. * 0.02) LANDSCAPE ISLANDS PROVIDED(LOT 2):12,939 S.F. (25.71%) LANDSCAPE ISLANDS REQUIRED(LOT 3):699 S.F. (2.00%) =(34,920 S.F. * 0.02) LANDSCAPE ISLANDS PROVIDED(LOT 3):3,846 S.F. (11.01%) ISLAND TREE PLANTINGS REQUIRED (LOT 2):7- 2.5" CAL. IN. TREES= (1,007 SF OF ISLAND AREA/150 ) ISLAND TREE PLANTINGS PROVIDED (LOT 2):15- 2.5" CAL. IN. TREES ISLAND TREE PLANTINGS REQUIRED (LOT 3):5- 2.5" CAL. IN. TREES= (699 SF OF ISLAND AREA/150 ) ISLAND TREE PLANTINGS PROVIDED (LOT 3):6- 2.5" CAL. IN. TREES LANDSCAPE SUMMARY A2 - BES 3 - SWG 4 - SDG 4 - SDG 2 - BES 3 - JOE 7 - PBS 4 - SWG 2 - BES 2 - PYE 2 - BES 2 - SWG 4 - PBS 5 - PBS 4 - PYE 2 - SWG 2 - BES 1 - SWG 7 - JOE 3 - BES 6 - PBS 3 - BES 5 - SDG 5 - JOE 3 - SWG 2 - SWG 4 - BES 5 - SDG B C A B CC C C CA B A B 5 - PBS 2 - JOE NOTE: SEE SHEET L100 FOR LANDSCAPE SCHEDULE. BASE BOTANICAL NAME COMMON NAME JOE EUPATORIUM MACULATUM JOE PYE WEED PYE EUPATORIUM X `PHANTOM`PHANTOM JOE-PYE-WEED SDG CAREX COMOSA BOTTLEBRUSH SEDGE SWG PANICUM VIRGATUM SWITCHGRASS TUR CHELONE GLABRA TURTLEHEAD BASE / SIDESLOPE BOTANICAL NAME COMMON NAME BES RUDBECKIA SUBTOMENTOSA SWEET BLACK-EYED SUSAN PBS LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR SIDESLOPE BOTANICAL NAME COMMON NAME PUR ECHINACEA PURPUREA PURPLE CONEFLOWER ZIZ ZIZIA AUREA GOLDEN ALEXANDER PLANT KEY LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SOD 4" THICK 1.5"-3" ROCK MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) EXISTING DECIDUOUS TREE (TYP.) ROCK MULCH (TYP.) B C D E D 5 - SDG 10 - TUR 2 - VAC 3 - BES3 - SWG 3 - PYE 5 - TUR 4 - PYE 3 - TUR 2 - PUR 2 - RGD 9 - PBS 5 - SDG 12 - ZIZ 2 - BES 2 - SWG 3 - VAC A B C A B C C A B C 3 - ZIZ 2 - PBS 4 - SWG 2 - PBS 3 - BES 2 - SDG 9 - PBS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg February 25, 2019 - 11:56am©BYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEENLARGEMENTSL101TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA01/31/201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNMPIMPIRAHNORTH ENLARGEMENT WEST BIO-INFILTRATION BASIN L1011 ENLARGEMENT WEST BIO-INFILTRATION BASIN SCALE: 1"=10'L1012SCALE: 1"=10' This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Interstate Partners\Portillos - Apple Valley\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg February 25, 2019 - 11:56amBYREVISIONSNo.DATEBRJCITY RESUBMITTAL201/02/2019BMWCITY RESUBMITTAL301/09/2019BMWREV SOUTH RETAIL BLDG SETBACK401/22/2019BMWCITY RESUBMITTAL501/31/2019BMWREVISED PUBLIC WATERMAIN EXT.602/13/2019BMWREVISED PUBLIC WATERMAIN EXT.702/22/2019BMWREVISED PORTILLO'S BUILDING802/25/2019PRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL102TIMES SQUARESHOPPING CENTERINTERSTATEDEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA01/31/201953828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16095900502/25/2019AS SHOWNMPIMPIRAHDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1021 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1022 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1023 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE WASHED RIVER ROCK, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, OR SHRUB TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.BIO-INFILTRATION BASIN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT BIO-INFILTRATION BASIN SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE BIO-INFILTRATION BASIN DETAILS FOR FURTHER INFORMATION. BIO-INFILTRATION BASIN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. LANDSCAPE NOTES Parking Variance Red –18’ Stalls Blue –Code Compliant CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: January 10, 2019 SUBJECT: Times Square – Portillo’s General 1. Provide a narrative and site plan showing how the expansion will be constructed and any impacts prior to building permit authorization. The narrative and plan shall include the following: a. Material storage and staging i. All material storage to be onsite and indicated on plan. b. Haul routes to and from the site. c. Contractor and subcontractor parking locations i. Onsite trade parking should be provided. 2. A Public Improvement project is anticipated with this project for the extension of public utilities (sanitary sewer and water main) within Glenda Avenue. 3. Infiltration Maintenance agreements will be required for storm water improvements as part of each lot and block. Traffic 4. Public Roadway System Impacts – The daily traffic expected to be generated by the proposed development is expected to be approximately 2,500 daily trips. Of these 2,500 daily trips, it is assumed that 50 percent of them are already traveling along the public roadway system (i.e. pass-by trips). These pass-by trips were assumed to be traveling along CSAH 42 and Cedar Avenue (CSAH 23). a. The following items are noted: i. Both Cedar Avenue (CSAH 23) north of 147th Street and CSAH 42 west of Cedar Avenue are nearing a V/C of 0.85 but still under capacity. ii. The segment of CSAH 42 east of Cedar Avenue (CSAH 23) has a V/C ratio of 0.92 indicating that this segment of roadway is nearing its capacity. It should be noted that this segment would be nearing capacity regardless of the proposed development. iii. The proposed development is not expected to add more than 300 new trips to any roadway segment within the study area after pass-by reductions are applied. iv. No roadway segments are expected to increase overall daily volume by more than one and a half (1.5) percent. 5. See attached Memo from SRF regarding the review of Traffic Impact Study as submitted by Kimley-Horn dated November 6, 2018. 6. Additional Traffic Impact Study as submitted by Kimley-Horn dated 1/10/19 shall be reviewed and subject to approval by City Engineer. Permits 7. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge Elimination System (NPDES) permit is required for any project that disturbs more than one acre. Provide a copy of the executed permit prior to construction. 8. A City of Apple Valley Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity. 9. A right-of-way permit from the City of Apple Valley is required for work within the Granada Avenue and Glenda Drive right-of-way. 10. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 11. Provide a copy of any other required permits. Lot 1 & 2 Site Plan 12. Additional pavement removal should be shown for the storm sewer extension from Granada Avenue. 13. Please ensure that cars can back out of the two corner stalls in the SE corner of Lot 1. 14. For the curb island change on the far west side of Lot 2 – it is recommended that an internal stop condition coming from the south to allow for the thru traffic east/west to maintain ROW rules. This is an odd angle to see vehicles approaching and would benefit from a stop condition and signage and/or striping. Please revise the landscape plan to have a clear line of site at this curb island. 15. Provide additional details for the existing door locations and elevations and mechanical equipment behind existing 9,700 SF building. The proposed 8.0’ concrete sidewalk in the rear of building will need to accommodate door locations and existing stairs. 16. Final site plan shall be reviewed with the construction plans and approved by City Engineer. Lot 3 Site Plan 17. Additional signage should be provided to direct drive-thru traffic to drive-thru lane directly. 18. The sidewalk alignment as shown on the south side of “149th” at Glenda should be relocated to provide a 2’ min. “clear zone” between the edge of walk and back of curb for safety concerns and some available snow storage in a boulevard area. Adjustments to the proposed landscaping plan will be required with this change. 19. Final site plan shall be reviewed with the construction plans and approved by City Engineer. Lot 1 Grading, Drainage and Erosion Control 20. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. Lot 2 & 3 Grading, Drainage and Erosion Control 21. Provide overall site composite Curve Number (CN) on the plans for each lot. 22. Provide the existing and proposed pervious and impervious areas and percentages on the plans for each lot. 23. Drainage should be contained within the lot and drainage easement. Drainage should not cross the lot line outside of a drainage easement. This is not the case around the low point of structure STR-29 and on the east side of the building of Lot 2. Modify grading such that drainage does not trespass from one lot onto another. The parking lot grading should also be modified to reflect a “ridge” to prevent drainage from crossing the lot line. 24. Show all emergency over flow (EOF) elevations. The finished floor/low opening elevation must be 1’ minimum above the EOF elevation and 3’ minimum above 100-year high water level. 25. Provide soil borings and geotechnical report for the proposed infiltration basins. 26. Plans shall indicate that the infiltration BMPs will be protected from compaction and sedimentation during construction, and that where feasible, will be constructed last. 27. Provide erosion and sediment control details. 28. Grading shall be modified behind the existing 9,700 SF building. Drainage swale as shown will not be allowed. An additional catch basin could be provided to prevent surface drainage from crossing drive thru lane from Tide. 2% min slope is required in grassed areas. 29. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. Lot 2 & 3 Sanitary Sewer 30. Final sanitary sewer design shall be reviewed with the construction plans and approved by City Engineer. Sanitary Sewer and Water main construction shall be per City of Apple Valley standards. 31. Existing Sanitary Manhole adjacent to SSWR-103 shall NOT be abandoned in place. This structure is necessary for cleaning of existing line to the south. Lot 1 Water main 32. Final Glenda Avenue watermain design and construction plans shall be done by the City of Apple Valley. 33. Applicant should indicate if existing 8” CIP north of existing buildings in lot 1 should be dedicated to City of Apple Valley and be included in a drainage and utility easement. 34. See attached water distribution modeling exhibits for the proposed water main service to the site which includes existing and proposed modeled pressure and flow data. Lot 2 & 3 Water main 35. Drainage and Utility Easement will be required over all public infrastructure. 36. Final Glenda Avenue water main design and construction plans shall be done by the City of Apple Valley. Boring of water main may be considered north of Portillo’s service connections within Glenda Avenue to avoid closure of primary access to center. 37. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. 38. Confirm that all pipe crossings have been evaluated and will provide the required minimum vertical separation as specified by the Minnesota Department of Health and Department of Labor and Industry. 39. Final watermain design shall be reviewed with the construction plans and approved by City Engineer. Lots 1, 2 & 3 Storm Sewer 40. Specify roof drain connection invert elevation on grading plan notes. 41. Final storm sewer design shall be reviewed with the construction plans and approved by City Engineer. Landscape and Natural Resources 42. No major tree plantings shall be located over any underground utilities or within easements. If plantings are shown over underground utilities or within easements, the owner should have the expectation that plantings will be removed for access when needed. 43. The raingarden lacks planting and materials details. Area of the garden, plant species, mulch, and engineered soil media shall be specified. Installation methods and plant establishment methods shall be specified. Recommend following the standards of the Minnesota Storm water Manual and Dakota County LID Standards http://www.dakotaswcd.org/pdfs/Dakota%20LID%20Standards%20Revised%2002-09- 12.pdf. 44. The original Landscape Plan proposed 28 new trees, and 15 were lindens. It was recommended to diversify the plantings to follow the 30-20-10 rule. (The rule suggests an urban tree population should include no more than 10% of any one species, 20% of any one genus, or 30% of any family.) The proposed revised plan reflects this recommendation and contains 5 new additional tree varieties. The quantities of each proposed follow the 30-20-10 rule. a. A total of 29 trees are being removed for the site improvements; approximately 18 of the 29 are ash trees in poor condition and highly susceptible to Emerald Ash Borer. The new diversified plantings will be a huge improvement to withstand future pests or diseases. Review Summary ONE CARLSON PARKWAY, SUITE 150 | MINNEAPOLIS, MN 55447 | 763.475.0010 | WWW.SRFCONSULTING.COM SRF No. 12357.00 To: Brandon Anderson, PE, City Engineer City of Apple Valley From: Tom Sachi, PE, Senior Engineer Matthew Pacyna, PE, Principal Date: December 21, 2018 Subject: Review of Redevelopment Site – Cedar Avenue at 149th Street Traffic Impact Study Apple Valley, MN Introduction As requested, SRF has completed a review of the Redevelopment Site – Cedar Avenue at 149th Street Traffic Impact Study document, dated November 6, 2018 completed by Kimley-Horn and Associates, Inc. The proposed development is located in the southwest quadrant of the Cedar Avenue/149th Street intersection in the City of Apple Valley. Review of the traffic impact study identified the following questions and comments for consideration. Review Summary Based on our review, the following items were identified. Underlined text indicates potential study modification considerations. 1. Site Trip Generation – The trip generation and pass-by trip reduction estimate approach using the Institute of Transportation Engineers Trip Generation Manual, 10th Edition is reasonable for the midday and p.m. peak hours, based on the previous study completed. The rounding of the trips allows for a conservative estimate of the trip generation. 2. Trip Distribution and Assignment – The directional distribution is reasonable. However, the routing of development related traffic shown in Exhibit 4 is inadequate. Currently, no vehicles exiting the site are shown proceeding east on 149th Street and turning left to travel north on Glenda Drive to access 147th Street. It would be reasonable to assume that a portion of vehicles destined north on Cedar Avenue or east on 147th Street may use Glenda Drive. Further review of queuing and operations at the 147th Street/Glenda Drive intersection should be completed to determine if there is expected to be any impacts due to this routing. 3. Intersection Capacity Analysis a. The analysis approach and existing condition results are reasonable. b. While not noted specifically in the document, the build out and horizon background analysis assumed a background growth rate of one-half (0.5) percent, which is consistent with historical trends within the area and the Dakota County 20-year growth project factor (typical growth is between 0.5 and 1.5 percent growth per year). Therefore, the no-build analysis provides an accurate assessment. The growth rates should be noted within the Build-Out Background Analysis section. Brandon Anderson, PE, City of Apple Valley December 21, 2018 Redevelopment Site - Cedar Avenue at 149th Street Traffic Impact Study Review Page 2 c. Under the Year 2019 Background Capacity Analysis, the overall delay during the midday peak hour at the Glenda Drive and 149th Street, Granada Avenue and 147th Street, and CSAH 42 and Granada Avenue intersections improves when compared to the existing conditions. These improvements, while minor, are counter intuitive with the volume increase expected as a result of the assumed background growth. d. Under the Year 2030 Horizon Background Capacity Analysis, the overall delay during the midday peak hour at the Glenda Drive and 149th Street, improves when compared to the Year 2019 Background conditions. This improvement, while minor, is counter intuitive with the volume increase expected as a result of the assumed background growth. e. Under the Year 2019 Build Capacity Analysis, the overall delay during the p.m. peak hour at the CSAH 42 and Pennock Avenue intersection improves when compared to both the existing and Year 2019 Background conditions. This improvement is counter intuitive with the volume increase expected as a result of the assumed background growth and development trips. f. It should be noted that the decrease in delay shown at the CSAH 42 and Granada Avenue intersection is expected as additional right-turning vehicles are added to the intersection; these right-turning vehicles are expected to experience minimal delay. g. Under the Year 2030 Horizon Background Capacity Analysis, the overall delay during the p.m. peak hour at the Glenda Drive/149th Street and Glenda Drive/147th Street intersections improves when compared to the Year 2019 Background conditions. These improvements, while minor, is counter intuitive with the volume increase expected as a result of the assumed background growth. h. Further explanation should be provided for why there is a significa nt increase in delay at the Glenda Drive and 147th Street intersection between Year 2030 Horizon Background and Build conditions, as well as justification for other improvements noted within this section. 4. Queuing Analysis a. Existing and background queues are not noted within the 149th Street Queue Summary table. This could provide a comparison to baseline conditions. b. Given the expected blockage of the eastern driveway during the p.m. peak hour, “Do Not Block Intersection” signing should be installed at each driveway entrance. c. The queuing along Glenda Drive at 147th Street should be reviewed given the expected degradation in operations under Year 2030 Horizon Build Conditions and the recommended re-routing of trips to Glenda Drive. 5. Conclusions and Recommendations – A review of the trip assignment routing should be completed to include a portion of exiting vehicles utilizing Glenda Drive north of 149th Street. Additionally, a review of the intersection capacity analysis should be completed to determine why counter-intuitive changes in delay are occurring if signal timing was assumed to remain the same. Lastly, further explanation should be included as to why the intersection operations during the p.m. peak hour at the Glenda Drive and 147th Street intersection degrade significantly under year 2030 Horizon Build conditions. It should be noted that this degradation is not expected under Year 2019 Build Conditions. Brandon Anderson, PE, City of Apple Valley December 21, 2018 Redevelopment Site - Cedar Avenue at 149th Street Traffic Impact Study Review Page 3 6. CSAH 42 and Granada Avenue Westbound Right-Turn Lane – Although not included within the traffic study, the County is exploring the possibility of constructing a westbound right-turn lane from CSAH 42 to Granada Avenue. Given the proximity of the Granada Avenue and Glenda Avenue intersection to the location of the proposed turn lane, this intersection would ideally be closed east of Granada Avenue. Glenda Avenue would then be realigned to the internal drive lane immediately west of O’Reilly Auto Parts connecting to 149th Street. This re-routing would cause additional circulation along Glenda Avenue and Granada Avenue. Additionally, the McDonalds parking lot may become a “cut-through” option for motorists on Granada Avenue looking to access Glenda Avenue. Further discussion regarding McDonald’s access driveways would be necessary prior to construction of the westbound right-turn lane. 7. Other Considerations – The proposed site-plan appears to provide adequate storage for the drive-thru queue. Given that 149th Street is a private roadway, the occasional eastbound queues along 149th Street that extend beyond the eastern site access during the p.m. peak hour are not expected to be an issue. The recommended “Do Not Block Intersection” signs are appropriate and should help mitigate internal queuing. The proposed layout also provides adequate circulation throughout the site, however, it was observed that the drive aisle s within the parking lots north and south of 149th Street are slightly skewed from each other. If possible, it is recommended to align these drive aisles directly across from each other. 8. Public Roadway System Impacts – The daily traffic expected to be generated by the proposed development is expected to be approximately 2,500 daily trips. Of these 2,500 daily trips, it is assumed that 50 percent of them are already traveling along the public roadway system (i.e. pass - by trips). These pass-by trips were assumed to be traveling along CSAH 42 and Cedar Avenue (CSAH 23). Information in Table 1 details how expected daily trips generated by the proposed development are anticipated to be distributed to area roadways. For each roadway segment, the typical planning- level annual average daily traffic (AADT) capacity ranges and future build AADT volume are listed. These volume ranges are based upon guidance from the City of Apple Valley 2040 Comprehensive Plan Update. A range is used since the maximum capacity of any roadway design (v/c = 1) is a theoretical measure that can be affected by its functional classification, traffic peaking characteristics, access spacing, speed, and other roadway characteristics. Typically, roadways with a v/c ratio over 0.85 are indicated as nearing capacity. The following items are noted:  Both Cedar Avenue (CSAH 23) north of 147th Street and CSAH 42 west of Cedar Avenue are nearing a v/c of 0.85 but still under capacity.  The segment of CSAH 42 east of Cedar Avenue (CSAH 23) has a v/c ratio of 0.92 indicating that this segment of roadway is nearing its capacity. It should be noted that this segment would be nearing capacity regardless of the proposed development.  The proposed development is not expected to add more than 300 new trips to any roadway segment within the study area after pass-by reductions are applied.  No roadway segments are expected to increase overall daily volume by more than one and a half (1.5) percent. Brandon Anderson, PE, City of Apple Valley December 21, 2018 Redevelopment Site - Cedar Avenue at 149th Street Traffic Impact Study Review Page 4 Table 1: Public Roadway System Impacts Roadway Segment Existing AADT Estimated AADT Increase Proposed Future AADT Percent Change in AADT Daily Roadway Capacity* Volume to Capacity Ratio Cedar Avenue N of 147th Street 48,000 750 (-425 pass-by) 48,325 0.7% 55,000 – 60,000 0.81 Cedar Avenue S of CSAH 42 37,500 500 (-425 pass-by) 37,575 0.2% 55,000 – 60,000 0.63 147th Street E of Cedar Avenue 9,100 125 9,225 1.4% 18,000 – 22,000 0.42 CSAH 42 E of Cedar Avenue 34,500 500 (-200 pass-by) 34,800 0.9% 32,000 – 38,000 0.92 CSAH 42 W of Pennock Avenue 31,000 375 (-200 pass-by) 31,175 0.6% 32,000 – 38,000 0.82 Pennock Avenue N of 147th Street 9,900 125 10,025 1.3% 17,000 – 22,000 0.46 Pennock Avenue S of CSAH 42 8,400 125 8,525 1.5% 18,000 – 22,000 0.39 *Capacity was based on values used from the City of Apple Valley 2040 Comprehensive Plan Update 1 MEMORANDUM Date:January 10, 2019 To:Brandon Anderson, P.E. City Engineer – Apple Valley From:Douglas Arnold, P.E. Kimley-Horn and Associates, Inc. Subject:Redevelopment Site – Cedar Avenue at 149th Street Traffic Impact Study Executive Summary Interstate Partners is proposing to redevelop an existing retail building generally located on the southwest corner of Cedar Avenue and 149th Street in Apple Valley, MN. The existing building is approximately 29,000 square feet of general retail; the redevelopment will maintain approximately 11,000 square feet of the existing building the remaining site will be a proposed 8,300 square foot Portillos restaurant. The proposed restaurant is anticipated to generate 410 driveway trips during the Mid-Day peak hour and 200 driveway trips during the PM peak hour, which is based on information provided by the restaurant operator. Access is proposed to be located along 149th Street within the existing commercial parking lot. A traffic impact analysis was performed to quantify operating conditions of adjacent intersections for Existing Conditions (2018), Background Conditions (2019), Build Conditions (2019), Horizon Background Conditions (2030) and Horizon Build Conditions (2030). The analysis focused on level of service and delay at the intersections of Glenda Drive & 149th Street, Glenda Drive & 147th Street, Granada Avenue & 147th Street, CSAH 42 & Granada Avenue, CSAH 42 & Pennock Lane during the weekday Mid-Day and PM peak periods. The study also reviewed anticipated 95th percentile queues on the eastbound approach at the intersection of Glenda Drive & 149th Avenue. Based on the traffic analysis, no off-site mitigation is recommended to address roadway and intersection impacts with the proposed development traffic. The site has been designed so that the anticipated queueing along 149th Street does not impede driveway operations; however, in the event that queuing does extend beyond the first site drive aisle, a "Do Not Block Intersection” sign is recommended at the eastern most drive aisle along 149th Street. Wayfinding is recommended on- site and along 149th Street to encourage exiting traffic to utilize Pennock Lane and Granada Avenue to access the surrounding roadway network. 2 Introduction Interstate Partners is proposing to redevelop an existing retail building generally located on the southwest corner of Cedar Avenue and 149th Street in Apple Valley, MN. The existing building is approximately 29,000 square feet of general retail; the redevelopment will maintain approximately 11,000 square feet of the existing building the remaining site will be a proposed 8,300 square foot Portillos restaurant. As part of the development process, a traffic impact study has been requested by City staff to quantify any impacts the proposed redevelopment will have on the adjacent intersections. Existing Conditions The proposed redevelopment site has frontage on two public roadways; 149th Street and Glenda Drive, with driveway aisle along 149th Street within the existing commercial parking lot. Following provides more information on the adjacent roadways: ·Cedar Avenue is a north-south divided highway with three lanes in each direction east of the proposed site. At its right-in/right-out intersection with 149th Street, a southbound right-turn lane is provided along Cedar Avenue. The speed limit is 45 miles per hour. ·CSAH 42 is an east-west divided highway with two lanes in each direction south of the proposed site. The posted speed limit is 40 miles per hour. At its right-in/right-out intersection with Granada Avenue, no dedicated turn-lanes are provided. At its signalized intersection with Pennock Avenue, dedicated right- and left-turn lanes are provided for both approaches. ·149th Street is an east-west undivided private access roadway with one lane in each direction. 149th Street primarily serves as an access to commercial developments. No speed limit is posted along 149th Street; therefore, a speed limit of 20 miles per hour was assumed for this analysis. No turn-lanes are provided at its intersection with Glenda Drive, and the eastbound approach is under stop control. Due to its proximity to the right-in/right-out intersection with Cedar Avenue, no stop control is provided for the westbound approach. At its right-in/right- out intersection with Cedar Avenue, one inbound and one outbound lane are provided, and the approach is under minor-leg stop control. ·Glenda Drive is a two lane north-south undivided roadway adjacent to the proposed site on the east side. No speed limit is posted along Glenda Drive so a speed limit of 30 miles per hour was assumed for this analysis. At its intersection with 149th Street, no dedicated lanes are provided, and both approaches are under stop control. At its intersection with 147th Street, Glenda Drive is under minor-leg stop control, and no dedicated turn lanes are provided. ·Granada Avenue is a two lane north-south undivided roadway west of the proposed site. No speed limit is posted along Granada Avenue within the study area; therefore, a speed limit of 30 miles per hour was assumed for this analysis. At its intersection with 147th Street, Granada Avenue is under minor-leg stop control and does not provide any dedicated turn lanes. At its right-in/right-out intersection with CSAH 42, one inbound and one outbound lane are provided for the southbound approach, and it is under minor-leg stop control. 3 ·147th Street is an east-west undivided roadway north of the proposed site with two lanes in each direction. At its intersections with Glenda Drive and Granada Avenue, no dedicated turn lanes are provided. The posted speed limit for 147th Street is 30 miles per hour. ·Pennock Avenue is a north-south undivided roadway with two lanes in each direction to the west of the proposed site. The posted speed limit along Pennock Avenue is 30 miles per hour. At its signalized intersection with CSAH 42, Pennock Avenue provides dedicated left-turn lanes for both approaches. Study Area The intersections of Glenda Drive & 149th Street, Glenda Drive & 147th Street, Granada Avenue & 147th Street, CSAH 42 & Granada Avenue, and CSAH 42 & Pennock Avenue were defined as study intersections. Existing lane geometry and intersection control at these study intersections is provided in Exhibit 1 in Appendix 1. Existing Traffic Counts Weekday peak period turning movement counts (Mid-Day and PM) were collected at the study intersections on Tuesday, October 16, 2018.Exhibit 2 in Appendix 1 provides a summary of the weekday Mid-Day and PM peak hour turning movement counts. Traffic volumes were rounded to the nearest multiple of five vehicles. To determine future traffic conditions, existing traffic counts were grown by 0.5 percent per year. Proposed Development The proposed site will be an 8,300-square foot restaurant with a drive-thru and a 11,000-square foot retail space. The concept plan calls for the existing commercial building to be partially demolished and replaced with parking. Proposed access to the site will provided by the existing parking lot drive aisles along 149th Street. The site is anticipated to be open for business in 2019. Site Trip Generation The proposed restaurant is a unique restaurant, so the trip generation was based on trip data from existing restaurant locations. A traffic study completed by KLOA in 2014, reviewed four existing restaurant locations and based on the traffic at those locations summarized a trip generation for a new restaurant. It is anticipated that the proposed restaurant will have approximately 80% of the traffic when compared to the trip generation provided in the traffic study due to the smaller restaurant size and a market assessment of the proposed restaurant. Trip generation for the proposed restaurant was adjusted to be 80% of the locations previously studied. The KLOA report can be found in Appendix 2. Table 1 shows the trip generation for the proposed restaurant. A pass-by reduction was included in the trip generation. Pass-by traffic was assumed to be 50% for the restaurant. In the Mid-Day peak hour, the site is anticipated to generate 410 trips (205 in and 205 out) and in the PM peak hour, the site is anticipated to generate 200 trips (100 in and 100 out). Since the 11,000 square foot retail building exists today, additional trips were not accounted for since they are included in the existing peak hour traffic counts. A reduction in trips for the portion of the building the is being demolished was not accounted in order to provide a conservative analysis. 4 Table 1. Trip Generation Land Use Description ITE Intensity / Units Mid-Day Peak Hour PM Peak Hour In Out Total In Out Total Restaurant with Drive-Through --8,300 Square Feet 205 205 410 100 100 200 TOTAL EXTERNAL TRIPS 205 205 410 100 100 200 Restaurant Peak Hour Pass-by (50%)105 105 210 50 50 100 TOTAL NET NEW TRIPS 100 100 200 50 50 100 Trip Distribution and Assignment The directional distribution was based on the current traffic patterns in the area, the location of the proposed site access, and the anticipated routes that will provide site users with the fastest and most convenient path to and from the site. The estimated trip distribution for the site-generated traffic is illustrated in Exhibit 3 in Appendix 1. Pass-by traffic is assumed to be 70% from Cedar Avenue and 30% from CSAH 42. The global site trip distribution used in the traffic analysis is provided below: ·Cedar Avenue – 30% to/from the north, 20% to/from the south ·CSAH 42 – 15% to/from the west, 20% to/from the east ·147th Street – 5% to/from the east ·Pennock Avenue – 5% to/from the north, 5% to/from the south In accordance with the estimated site trip generation and distribution, weekday Mid-Day and PM peak hour site traffic volumes were assigned to each of the study intersections. The resulting trip assignment including pass-by is presented in Exhibit 4 in Appendix 1. Intersection Capacity Analysis A capacity analysis was performed at the study intersections to quantify existing operating conditions, as well as future conditions without and with traffic from the proposed redevelopment. Since the proposed redevelopment will not be open during the AM peak hour, the focus of the future conditions analysis was on the weekday Mid-Day and PM peak hours. Level of service (LOS) analysis was conducted for the Mid-Day and PM peak hours at the study intersections for existing conditions, background conditions, build conditions, horizon background conditions, and horizon build conditions. LOS is a quantitative measure used by traffic engineers to describe the operations of an intersection. It ranges from A to F, with A being the best and F being the worst level of operation. LOS A conditions are characterized by minimal vehicle delay and free-flow conditions, while LOS F is characterized by long vehicle delay – usually when demand exceeds available roadway capacity. Although LOS E is defined as at-capacity, LOS D is generally the minimum acceptable level of operation at an intersection. Each study intersection was analyzed based on the Highway Capacity Manual using Synchro/SimTraffic software. 5 Existing (2018) Analysis A capacity analysis was performed to quantify existing operating conditions during the Mid-Day and PM peak hours at the study intersections. The analysis was based on the existing lane geometry and signal timings that are currently in the field. Synchro/SimTraffic was used to perform the capacity analysis. Table 2 and Table 3 provide a summary of the Existing (2018) capacity analysis for the Mid-Day and PM peak hours, respectively. Based on the analysis, all intersections are currently operating at an acceptable LOS during the study time periods except for the intersection of CSAH 42 & Pennock Lane, which is operating at LOS E during the weekday PM peak hour. The signal timings at CSAH 42 & Pennock Lane have a particularly long cycle length for the PM peak hour. As a result, high levels of delay are experienced for most approaches even when movements are not at their capacity. The SimTraffic reports are attached in Appendix 3. Table 2. Existing (2018) Capacity Analysis Summary (Mid-Day Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 6.1 A 7.0 A 3.2 A 3.9 AWB0.1 A 0.1 A 0.1 A NB 5.1 A 7.2 A 3.1 A SB 5.7 A 4.6 A 2.5 A Glenda Drive & 147th Street EB 3.4 A 0.9 A 0.4 A 2.6 AWB4.7 A 2.0 A 1.6 A NB 12.9 A 12.4 A 4.2 A SB 12.9 A 12.7 B 5.1 A Granada Avenue & 147th Street EB 2.5 A 0.3 A 0.2 A 2.4 AWB3.4 A 0.8 A 0.8 A NB 10.3 A 10.1 B 4.7 A SB 8.3 A 9.7 A 3.5 A CSAH 42 & Granada Avenue EB 3.6 AWB2.6 A 2.5 A NB SB 6.4 A CSAH 42 & Pennock Lane EB 62.2 E 33.4 C 5.7 A 31.1 CWB40.6 D 13.6 B 3.8 A NB 43.9 D 52.8 D 23.2 C SB 48.2 D 55.4 D 28.3 C (1)Darkened boxes = movement not available 6 Table 3. Existing (2018) Capacity Analysis Summary (PM Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 8.3 B 14.8 C 5.5 A 6.8 AWB0.8 A 0.2 A 4.9 A NB 10.2 A 10.6 A 9.9 B SB 9.9 B 3.8 A 3.5 A Glenda Drive & 147th Street EB 7.0 A 5.7 A 2.1 A 4.9 AWB7.2 A 2.6 A 2.0 A NB 5.9 A 18.6 C 7.6 A SB 12.5 B 14.5 B 5.7 A Granada Avenue & 147th Street EB 4.1 A 0.6 A 0.2 A 3.4 AWB4.0 A 1.7 A 1.2 A NB 10.1 B 13.3 B 6.5 A SB 11.8 B 12.5 B 3.9 A CSAH 42 & Granada Avenue EB 8.5 AWB4.2 A 4.3 A NB SB 8.7 A CSAH 42 & Pennock Lane EB > 100.0 F > 100.0 F 71.4 E 71.3 EWB45.1 D 14.2 B 4.1 A NB 58.5 E 71.5 E 48.0 D SB 63.0 E 72.4 E 49.9 D (1)Darkened boxes = movement not available Background (2019) Analysis The Background (2019) capacity analysis analysis was based on an expected Opening Year of 2019. Background capacity analysis was performed at the study intersections to provide a basis of the baseline operating conditions in the opening year. Existing volumes were grown at a 0.5% annual growth rate, and the volumes used for the analysis are provided in Exhibit 5 in Appendix 1. Existing signal timings were used for this analysis. Table 4 and Table 5 provide a summary of the capacity analysis for the Mid-Day and PM peak hours, respectively. Based on the analysis, the study intersections are anticipated to operate at an acceptable LOS during the study time periods, except for the intersection of CSAH 42 & Pennock Lane, which is anticipated to operate at LOS E during the PM peak hour, similar to existing conditions due to the existing signal timings. SimTraffic reports are provided in Appendix 3. 7 Table 4. Background (2019) Capacity Analysis Summary (Mid-Day Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 5.8 A 7.3 A 4.5 A 3.9 AWB0.1 A 0.1 A 0.1 A NB 5.3 A 7.3 A 3.3 A SB 6.3 A 4.5 A 2.7 A Glenda Drive & 147th Street EB 3.8 A 0.9 A 0.4 A 2.2 AWB4.6 A 1.9 A 1.3 A NB 12.9 B 9.9 B 3.6 A SB 9.6 A 12.3 B 4.8 A Granada Avenue & 147th Street EB 2.7 A 0.4 A 0.1 A 2.4 AWB3.3 A 1.0 A 0.9 A NB 9.0 A 10.6 B 4.6 A SB 7.9 A 9.6 A 3.7 A CSAH 42 & Granada Avenue EB 3.8 AWB2.8 A 2.5 A NB SB 6.7 A CSAH 42 & Pennock Lane EB 61.1 E 32.8 C 5.7 A 30.6 CWB36.6 D 131 B 4.0 A NB 44.1 D 53.5 D 26.3 C SB 47.7 D 53.7 D 21.1 C (1)Darkened boxes = movement not available 8 Table 5. Background (2019) Capacity Analysis Summary (PM Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 12.9 B 18.7 C 13.2 A 8.1 AWB0.1 A 0.2 A 0.1 A NB 14.2 A 8.2 B 11.2 C SB 11.6 B 3.8 A 3.0 A Glenda Drive & 147th Street EB 9.5 A 7.7 A 2.9 A 6.1 AWB7.5 A 2.7 A 1.8 A NB 8.2 A 16.3 C 9.0 A SB 21.1 C 14.1 B 7.6 A Granada Avenue & 147th Street EB 4.0 A 0.5 A 0.2 A 3.5 AWB4.5 A 1.7 A 1.1 A NB 10.5 B 14.5 B 6.8 A SB 11.3 B 14.8 B 7.6 A CSAH 42 & Granada Avenue EB 8.3 AWB4.4 A 4.0 A NB SB 10.4 B CSAH 42 & Pennock Lane EB > 100.0 F > 100.0 F 81.2 F 74.9 EWB53.3 D 15.3 B 4.2 A NB 57.3 E 73.2 E 56.1 E SB 68.2 E 75.9 E 60.4 E (1)Darkened boxes = movement not available Build (2019) Analysis Build (2019) capacity analysis was performed at the study intersections to determine the operations once project traffic is added to the surrounding roadway network for the opening year. Volumes used for the analysis are provided in Exhibit 6 in Appendix 1. Existing signal timings were used for this analysis. Table 6 and Table 7 provide a summary of the capacity analysis for the Mid-Day and PM peak hours, respectively. Based on the analysis, the study intersections and individual movements are anticipated to operate at an acceptable LOS during the Mid-Day peak hour. During the PM peak hour, the intersection of CSAH 42 & Pennock Lane is anticipated to operate at LOS E. SimTraffic reports are provided in Appendix 3. 9 Table 6. Build (2019) Capacity Analysis Summary (Mid-Day Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 7.4 A 8.6 A 3.9 A 5.0 AWB0.1 A 0.1 A 0.1 A NB 6.6 A 7.9 A 4.8 A SB 6.0 A 4.9 A 3.3 A Glenda Drive & 147th Street EB 4.1 A 1.1 A 0.4 A 2.6 AWB4.9 A 1.9 A 1.5 A NB 9.1 C 13.9 B 5.6 A SB 12.7 B 14.5 B 4.4 A Granada Avenue & 147th Street EB 2.6 A 0.4 A 0.1 A 2.7 AWB3.5 A 0.9 A 0.9 A NB 9.0 A 10.0 A 5.2 A SB 8.2 A 8.8 A 3.7 A CSAH 42 & Granada Avenue EB 3.9 AWB2.9 A 3.4 A NB SB 7.0 A CSAH 42 & Pennock Lane EB 60.7 E 32.8 C 5.6 A 30.6 CWB38.9 D 13.7 B 4.2 A NB 43.2 D 55.2 D 24.9 C SB 44.4 D 55.0 D 23.1 C (1)Darkened boxes = movement not available 10 Table 7. Build Total (2019) Capacity Analysis Summary (PM Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 17.3 C 22.8 C 20.5 C 11.5 BWB0.4 A 0.4 A 0.1 A NB 8.4 A 11.8 B 20.1 C SB 8.0 C 4.4 A 3.1 A Glenda Drive & 147th Street EB 10.3 B 7.7 A 5.8 A 6.2 AWB8.1 A 2.9 A 1.8 A NB 7.6 A 14.4 B 8.2 A SB 19.5 C 16.1 C 6.1 A Granada Avenue & 147th Street EB 3.9 A 0.6 A 0.3 A 3.6 AWB4.5 A 1.6 A 1.2 A NB 11.7 B 15.0 B 7.1 A SB 11.2 B 11.7 B 4.6 A CSAH 42 & Granada Avenue EB 8.9 AWB4.5 A 4.7 A NB SB 8.9 A CSAH 42 & Pennock Lane EB > 100.0 F > 100.0 F 92.2 F 78.9 EWB45.4 D 15.1 B 3.9 A NB 53.6 E 72.6 E 51.2 D SB 63.3 E 69.7 E 47.6 D (1)Darkened boxes = movement not available Horizon Background (2030) Analysis Horizon Background (2030) capacity analysis was performed at the study intersections to provide a basis of operations in the 2030 horizon year. Volumes used for the analysis are provided in Exhibit 7 in Appendix 1. Existing signal timings were used for this analysis. Table 8 and Table 9 provide a summary of the capacity analysis for the Mid-Day and PM peak hours, respectively. Based on the analysis, the study intersections and individual movements are anticipated to operate at an acceptable LOS during the Mid-Day peak hour. During the PM peak hour, and the intersection of CSAH 42 & Pennock Lane is anticipated to operate at LOS F. All other movements and overall intersections are anticipated to operate acceptably. SimTraffic reports are provided in Appendix 3. 11 Table 8. Horizon Background (2030) Capacity Analysis Summary (Mid-Day Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 5.9 A 8.0 A 4.7 A 4.3 AWB0.1 A 0.1 A 0.1 A NB 6.4 A 6.9 A 3.8 A SB 5.9 A 4.5 A 2.7 A Glenda Drive & 147th Street EB 4.8 A 1.0 A 0.4 A 2.7 AWB5.1 A 2.1 A 1.6 A NB 9.6 A 15.0 B 4.5 A SB 11.2 B 13.5 B 5.4 A Granada Avenue & 147th Street EB 2.8 A 0.4 A 0.1 A 2.4 AWB3.5 A 1.0 A 0.8 A NB 8.9 B 10.0 A 4.7 A SB 8.9 A 8.7 A 4.3 A CSAH 42 & Granada Avenue EB 3.9 AWB2.9 A 2.8 A NB SB 7.3 A CSAH 42 & Pennock Lane EB 62.3 E 33.6 C 6.2 A 31.6 CWB36.9 D 13.8 B 4.5 A NB 46.3 D 55.8 E 32.2 C SB 51.2 D 54.7 D 25.5 C (1)Darkened boxes = movement not available 12 Table 9. Horizon Background (2030) Capacity Analysis Summary (PM Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 12.9 B 20.8 C 11.8 B 9.1 AWB0.4 A 0.3 A 4.7 A NB 4.7 A 9.5 A 11.8 B SB 11.9 B 3.3 A 2.6 A Glenda Drive & 147th Street EB 7.2 A 9.6 A 8.4 A 7.2 AWB8.6 A 3.0 A 1.9 A NB 22.8 C 12.3 B 11.0 B SB 18.2 C 24.5 C 5.8 A Granada Avenue & 147th Street EB 3.5 A 0.5 A 0.3 A 3.4 AWB4.2 A 1.7 A 1.2 A NB 11.5 B 14.3 B 6.9 A SB 11.2 B 12.0 B 4.3 A CSAH 42 & Granada Avenue EB 8.8 AWB1.2 A 2.2 A NB SB 10.8 B CSAH 42 & Pennock Lane EB >100 F >100 F >100 F 84.6 FWB51.4 D 15.4 B 4.0 A NB 52.6 D 70.0 E 54.4 D SB 68.9 E 75.5 E 53.9 D (1)Darkened boxes = movement not available Horizon Build (2030) Analysis Horizon Build capacity analysis was performed at the study intersections to determine the operations in the 2030 horizon year with the incorporation of project traffic on the surrounding roadway network. Volumes used for the analysis are provided in Exhibit 8 in Appendix 1. Existing signal timings were used for this analysis. Table 10 and Table 11 provide a summary of the capacity analysis for the PM and Mid-Day peak hours, respectively. During the Mid-Day peak hour, the intersections and individual movements are anticipated to continue to operate acceptably. In the PM peak hour, the intersection of CSAH 42 & Pennock Lane is anticipated operate at LOS F. All other overall intersections and movements are anticipated to operate acceptably. SimTraffic reports are provided in Appendix 3. 13 Table 10. Horizon Build (2030) Capacity Analysis Summary (Mid-Day Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 7.0 A 8.4 A 4.5 A 4.7 AWB0.1 A 0.1 A 0.1 A NB 6.0 A 8.0 A 4.2 A SB 10.0 A 5.3 A 3.3 A Glenda Drive & 147th Street EB 4.8 A 1.3 A 0.9 A 2.8 AWB5.2 A 2.0 A 1.3 A NB 10.7 C 14.1 B 5.6 A SB 14.4 B 16.7 C 5.7 A Granada Avenue & 147th Street EB 2.8 A 0.4 A 0.2 A 3.0 AWB3.9 A 0.9 A 0.7 A NB 9.8 A 13.2 B 5.7 A SB 9.4 A 9.6 A 4.0 A CSAH 42 & Granada Avenue EB 4.2 AWB3.1 3.4 A NB SB 7.5 A CSAH 42 & Pennock Lane EB 60.0 E 33.9 C 5.9 A 32.3 CWB35.6 D 16.8 B 4.5 A NB 45.2 D 56.0 E 30.0 C SB 47.8 D 55.9 E 29.1 C (1)Darkened boxes = movement not available 14 Table 11. Horizon Build (2030) Capacity Analysis Summary (PM Peak Hour) Intersection Approach / Movement Left Through Right Overall Intersection Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Delay (sec/veh)LOS Glenda Drive & 149th Street EB 18.1 C 26.2 D 29.5 D 14.2 BWB0.1 A 0.1 A 0.1 A NB 5.1 A 12.7 B 22.7 C SB 12.2 B 3.2 A 2.6 A Glenda Drive & 147th Street EB 17.8 C 11.2 B 11.8 B 8.1 AWB7.2 A 3.4 A 2.0 A NB 60.1 F 24.7 C 12.2 B SB 11.8 B 16.1 C 4.5 A Granada Avenue & 147th Street EB 2.9 A 0.5 A 0.3 A 3.9 AWB5.3 A 1.9 A 1.2 A NB 10.8 B 12.6 B 7.3 A SB 13.2 B 9.5 A 8.6 A CSAH 42 & Granada Avenue EB 9.5 AWB4.4 A 5.1 A NB SB 11.5 B CSAH 42 & Pennock Lane EB > 100.0 F > 100.0 F > 100.0 F 89.1 FWB53.5 D 15.3 B 4.8 A NB 55.3 E 71.1 E 58.0 E SB 60.3 E 71.1 E 46.4 D (1)Darkened boxes = movement not available Capacity Analysis Summary Based on the Background and Build analyses, the introduction of site traffic onto the network with the background volumes is not projected to significantly degrade study intersection operations. The intersection of CSAH 42 & Pennock Lane is anticipated to operate at LOS F during the PM peak hour and is consistent between the background and build scenarios. In the Horizon analysis, all intersections are anticipated to operate at an acceptable LOS with the exception of CSAH 42 & Pennock Lane, consistent with Build conditions. Queue Analysis The traffic impact analysis also reviewed the anticipated queueing of vehicles for the eastbound approach at the intersection of 149th Street & Glenda Avenue during the Mid-Day and PM peak hours. The purpose of the analysis was to ensure that the anticipated 95th percentile queues would not significantly impact access into or out of the development parking lot. The proposed throat depth along 149th Street is approximately 125 feet with an additional 70 feet between the eastern most drive aisle and the next drive aisle into the development. 15 Table 15 provides a summary of the queue analysis for the five (5) scenarios analyzed for both the Mid-Day and PM peak hours. Based on the SimTraffic analysis, the 95th percentile is anticipated to extend beyond the drive aisles along 149th Street during the PM peak hour. It is recommended that a “Do Not Block Intersection” sign be posted along 149th Street to improve site circulation in the case that the spillback may occur. Table 15. 149th Street Queue Summary Analysis Year Mid-Day Peak Hour PM Peak Hour Average 95th Average 95th Existing (2018)40 65 50 85 Background (2019)40 60 55 110 Build (2019)55 100 80 155 Horizon Background (2030)40 65 60 135 Horizon Build (2030)55 100 90 170 Conclusions and Recommendations Interstate Partners is proposing to redevelop an existing retail building generally located on the southwest corner of Cedar Avenue and 149th Street in Apple Valley, MN. The existing building is approximately 29,000 square feet of general retail; the redevelopment will maintain approximately 11,000 square feet of the existing building the remaining site will be a proposed 8,300 square foot Portillos restaurant. The proposed restaurant is anticipated to generate 410 driveway trips during the Mid-Day peak hour and 200 driveway trips during the PM peak hour, which is based on information provided by the restaurant operator. Access is proposed to be located along 149th Street within the existing commercial parking lot. A traffic impact analysis was performed to quantify operating conditions of adjacent intersections for existing conditions, opening year background and build conditions, and horizon year background and build conditions. The analysis focused on level of service and delay at the intersections of Glenda Drive & 149th Street, Glenda Drive & 147th Street, Granada Avenue & 147th Street, CSAH 42 & Granada Avenue, CSAH 42 & Pennock Lane during the weekday Mid-Day and PM peak periods. The study also reviewed anticipated 95th percentile queues on the eastbound approach at the intersection of Glenda Drive & 149th Avenue. Based on the traffic analysis, no off-site mitigation is recommended to address roadway and intersection impacts with the proposed development traffic. The study area consists of built out infrastructure, so additional turn lanes and other geometric improvements would prove difficult, and the future capacity issues stem from existing capacity issues. Improvements are not essential to mitigate the impacts of site generated traffic. The site has been designed so that the anticipated queueing along 149th Street does not impede driveway operations; however, in the event that queuing does extend beyond the first site drive aisle, "Do Not Block Intersection” signs are recommended at the eastern most drive aisles along 149th Street. Apple Valley, MN January 8, 2019 18-074.00 DJR ARCHITECTURE INC. South Building TIME SQUARE RENOVATION Apple Valley, MN January 8, 2019 18-074.00 DJR ARCHITECTURE INC. South Building TIME SQUARE RENOVATION Apple Valley, MN January 8, 2019 18-074.00 DJR ARCHITECTURE INC. North Building TIME SQUARE RENOVATION Apple Valley, MN January 8, 2019 18-074.00 DJR ARCHITECTURE INC. North Building TIME SQUARE RENOVATION Apple Valley, MN January 8, 2019 18-074.00 DJR ARCHITECTURE INC. North Building TIME SQUARE RENOVATION City of MEMO Building Inspections TO: Alex Sharpe, Planning and Econ Dev Specialist FROM: George Dorn, Building Official DATE: January 4, 2018 SUBJECT: Time Square Shopping Center - Portillo’s • SAC determination is required from Met Council prior to permit issuance from the city. • Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site. • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, roof drainage, sanitary and storm design. • Trash area is required per MSBC 2015 1303.1500 Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit. • Separate sign permits are required. Structural drawings will be required for review. • The City of Apple Valley has adopted the 2015 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage. • Allowable area and building heights will be determined once the code analysis has been completed. • A grease interceptor is required for this project per City Ordinance Chapter 51.08 (B) (d). • A U.S. Environmental protection Agency must inspect all buildings, prior to demolition. A copy of the inspector’s report is required with the demolition permit application. The contractor is required to send the notification of intent to perform a demolition to the Minnesota Pollution Control Agency (MPCA) Asbestos Program. This notification form must be sent ten working days before the demolition begins. Provide a copy of this to the City when you apply for the demolition permit. You may contact the MPCA at 651-296- 6300. • Platting of the property lines must be completed prior to permit issuance. • Parking calculations for accessibility need to be calculated for the new mercantile property not the existing entire site. Revise parking calculation for accessibility on the Portillo’s site with the building permit. DESIGN AGREEMENT BETWEEN CITY OF APPLE VALLEY AND CEDAR RETAIL LLC FOR CEDAR RETAIL ADDITION This Design Agreement (“Agreement”) is made by and between Cedar Retail LLC, a Minnesota limited liability company (the “Developer”), and the City of Apple Valley, a Minnesota municipal corporation (the “City”). WHEREAS, the Developer intends to develop real property legally described on the proposed preliminary plat attached hereto as Exhibit “A” (the “Property”), to be known as Cedar Retail Addition; and WHEREAS, development of the Property will include (i) sanitary sewer and service stubs, and (ii) water main and service stubs, (collectively the “Improvements”); and WHEREAS, the Developer has requested and the City has agreed that the City shall design the Improvements at the Developer’s sole cost and expense; and WHEREAS, the legal fees incurred by the City for preparing this Agreement and the engineering fees incurred by the City for designing the Improvements (collectively the “Design Costs”) are currently estimated to be Thirty-three Thousand and No/100 Dollars ($33,000.00); NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Subject to the terms of this Agreement, the City shall design the plans and specifications for the Improvements (collectively the “Plans”). 2. The Developer agrees to pay the actual Design Costs as follows: a. The legal fees for preparation of this Agreement shall be billed at the hourly rates for development work as specified in the City’s fee schedule in effect when the work is performed. b. The engineering portion of the Design Costs for the initial, complete set of Plans shall be Thirty Thousand and No/100 Dollars ($30,000.00). 2 c. The additional Design Costs for any Revisions as hereinafter defined shall be billed at the engineering hourly rates as specified in the City’s fee schedule in effect when the work is performed. 3. Contemporaneously with execution of this Agreement, the Developer shall deposit with the City the sum Thirty-three Thousand and No/100 Dollars ($33,000.00) in cash (the “Deposit”) as a deposit toward the Design Costs. 4. The parties acknowledge and agree that, as development progresses, circumstances and events may necessitate revision of the Plans (“Revisions”). In the event the City, in its sole discretion, determines that Revisions are necessary: a. The City shall notify the Developer in writing of the Revisions, the circumstances that necessitate the Revisions, and the anticipated effect of the Revisions on the Design Costs (“Written Notice”). b. The Developer shall: i. Deliver to the City written acknowledgement of receipt of the City’s Written Notice and acceptance thereof. ii. If the Written Notice states that the Revisions are anticipated to increase the Design Costs, the Developer shall deposit additional cash with the City to increase the Deposit to cover 100 percent of the estimated Design Costs. The City shall not be obligated to proceed with designing the Improvements until such payment is received. 5. The City shall apply the Deposit toward payment of the actual Design Costs as the Design Costs are incurred. 6. After the City completes the Plans, the City shall deliver to the Developer a written statement of the actual Design Costs and the application of the Deposit toward the Design Costs (the “Statement”). If the Deposit exceeds the Design Costs, the City shall refund the balance to the Developer upon delivery of the Statement. If the Design Costs exceed the Deposit, the Developer shall pay the shortfall to the City within thirty (30) days after receipt of the Statement. 7. The Developer represents and warrants to the City that the Developer has the right to provide the City with access to the Property in connection with designing the Improvements, and the Developer hereby authorizes the City to access the Property for such purpose. 3 8. The Developer acknowledges and agrees that (i) development of the Property is subject to approval by the City, including but not limited to the exercise of the City’s authority over zoning, subdivision, platting and land use regulation; (ii) the Developer’s obligations to pay the Design Costs to the City are not contingent upon approvals by the City; (iii) this Agreement or the performance thereof by one or both parties shall not affect the City’s consideration of any plans to develop the Property; and (iv) there may be additional Design Costs to be paid by the Developer if the City requires revision of any plans to develop the Property. IN WITNESS WHEREOF, the parties have executed this Agreement to be effective as of the date of approval of this Agreement by the City, ______________, 2019. Cedar Retail LLC A Minnesota limited liability company ____________________________________ By: _________________________ Its: _________________________ City of Apple Valley ________________________________ By: Mary Hamann-Roland Its: Mayor _________________________________ By: Pamela J. Gackstetter Its: City Clerk EXHIBIT A This instrument was drafted by: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 _________________________ ________________________________ DEVELOPMENT AGREEMENT Between CEDAR RETAIL LLC And CITY OF APPLE VALLEY For CEDAR RETAIL ADDITION _______________________________ _________________________ 1 WHEREAS, the City of Apple Valley, Dakota County, Minnesota ("City"), has been requested by Cedar Retail LLC, a Minnesota limited liabilty company ("Developer"), to approve for recording the following described plat: The plat of Cedar Retail Addition; and WHEREAS, Developer intends to plat the real property legally described on the plat (the “Property”) as three (3) lots; and WHEREAS, the City Council approved the plat on February __, 2019; NOW, THEREFORE, in consideration of the mutual agreements of the parties, it is hereby agreed by and between the parties as follows: 1. Subject to the terms and conditions of this Agreement, the City hereby approves for recording the plat known as Cedar Retail Addition, as shown and noted on Exhibit “A” attached hereto (the “Plat”). 2. The Property is governed by the terms and conditions of the City’s Zoning Ordinance (the “Ordinance”). Any use or development of the Property shall be in accordance with the provisions of the Ordinance. 3. The Developer requested and the City has agreed to design the necessary water main and sanitary sewer main to service the Plat (the "Municipal Improvements"). These Municipal Improvements are identified in the plans for Apple Valley Project No. 2018-171 (“the Municipal Plans”.) The municipal improvements serving the Plat shall be maintained as follows: A. The City shall only be responsible for maintenance of sanitary sewer lines having a pipe equal to or greater than eight inches in diameter and located within public right-of-way or utility easements. Maintenance of service and lateral lines shall be in accordance with City Policy 2.03 Water and Sanitary Sewer Service Maintenance and Repair Policy Adopted July 8, 2010, per Resolution 2010-144. 2 B. The City shall only be responsible for the maintenance of water lines having a pipe equal to or greater than six inches in diameter and located within public right- of-way or utility easements. Maintenance of service and lateral lines shall be in accordance with City Policy 2.03 Water and Sanitary Sewer Service Maintenance and Repair Policy Adopted July 8, 2010, per Resolution 2010-144. C. The storm sewer improvements located entirely within public right-of-way or dedicated public easements shall be owned and maintained by the City. 4. Developer shall comply with the conditions of building permit authorizations set forth in City of Apple Valley Resolution No. 2019-____, and Resolution No. 2019-_____, copies of which is attached hereto (Exhibit “B” and Exhibit “C”) which are incorporated herein. 5. Subject to the provisions hereunder, the Developer shall install the Municipal Improvements in accordance with the Municipal Plans, and install improvements in accordance with and under the following conditions: A. To complete all improvements in conformance with the plans and specifications submitted by Developer and approved by the City, including but not limited to the following plans prepared by Kimley-Horn and Associates, Inc. with an issue date of November 7, 2018, and the latest revision date of January 31, 2019, and any subsequent revisions as required by the City Engineer: Sheets C200, 201, & 203 Demolition Plan Sheets C400, 401, & 402 Site Plan Sheets C500, 501, & 502 Grading Plan Sheets C503 Storm Water Details Sheets C600, 601, & 602 Utility Plans Sheets C700, 701 & 702 Construction Details Sheets L100, 101, & 102 Landscape Plan & Details B. To construct sidewalk(s) and driveways with concrete or bituminous material in accordance with City construction standards. C. To seal or cause to be sealed all existing wells on the Property in accordance with State, County and local laws. D. To install a protective box and cover over each sewer cleanout and water shutoff, to City specifications. 3 E. To install all lot monuments upon or before October 31, 2019. F. To install and maintain all materials (trees, shrubs and sod) identified in the City approved landscape plan. G. The Developer agrees to comply with all requirements of the Natural Resources management regulations as set forth in Chapter 152 of the Apple Valley City Code prior to, during and after the development of the Property. The Developer further agrees to submit to the City for its approval, a Natural Resources Management Plan prior to any construction or land-disturbing activity in connection with the development of the Property. The Developer shall implement and comply with all terms and conditions of the approved Natural Resources Management Plan prior to and during any construction or land-disturbing activity, including, but not limited to, maintaining the performance security required in Chapter 152 of the Apple Valley City Code. H. To install erosion control measures in accordance with the approved Natural Resources Management Plan. I. To install each item noted in this Section 5 at the Developer's sole cost and expense, in accordance with all plans reviewed and approved by the City. J. To attend a preconstruction meeting with representatives of the City and to require the attendance of all contractors and subcontractors, prior to commencement of construction. K. Developer will not bury any pipe nor install bituminous surface nor pour concrete pursuant to implementing the Plans, without the specific approval of the City Inspector, prior to the work being performed. L. All “on-site” inspections by the City during the construction of the improvements described herein will be done at the sole cost and expense of Developer, by inspectors supplied by the City. M. The Developer shall repair any and all damage to City streets, curbs, gutters, utilities and other municipal improvements caused by or resulting from the development of the Property, at the Developer’s sole cost and expense. N. To deliver and to keep in existence with the City, a letter of credit or cash escrow in the amount of $406,250.00 (“Financial Guaranty”) to secure the performance and payment of the Developer's construction obligations under this Agreement as they relate to the improvements designated by the City in accordance with the provisions of Section 5 herein, in a form and with terms to the sole satisfaction of the City, until all the construction obligations under this Agreement are fulfilled. 4 Periodically upon Developer’s written request and upon completion and verification of satisfactory compliance of any installed improvements; a like percentage of that portion of the Financial Guaranty covering those specific completed improvements may be released; except however the final twenty percent (20%) of that portion of the Financial Guaranty covering the improvements shall be held until a final acceptance by the City of all requirements under the Development Agreement. At the time of final inspection of all improvements, if it is determined by the City that the submitted plans and specifications were not strictly adhered to or that work was done without City inspection, the City may require that Developer post a cash escrow equal to one hundred twenty-five percent (125%) of the estimated amount necessary to correct the deficiency or to protect against deficiencies arising therefrom. Such additional cash escrow shall remain in force for such time as the City deems necessary, not to exceed five (5) years. O. To pay the City's reasonable costs related to the Property and this Agreement, including but not limited to design of the Municipal Improvements, administration, engineering, legal fees, inspection and enforcement. The City shall submit invoices to the Developer with detailed descriptions of the services rendered by the City in accordance with this Agreement. The Developer shall deposit the sum of $15,000.00 with the City toward payment of the City's reasonable costs. If the City's reasonable costs exceed the deposit, Developer agrees to reimburse the City within thirty (30) days of billing. Should the costs be less than the amount of the deposit, upon completion of the improvements, the amount remaining on deposit shall be returned to the Developer. P. That any material violation of the terms of this Agreement and in particular this section, shall allow the City to stop and enjoin all construction on the Property until the violation is remedied to the reasonable satisfaction of the City. The Developer agrees to hold the City harmless from any damages, causes of action, or claims related to the construction being stopped by the City. 6. Unless a longer warranty period is provided by Minnesota law, the Developer warrants all Municipal Improvements required to be performed by Developer, its agents and employees, against poor materials and faulty workmanship for a period of two (2) years aft er acceptance by the City. Developer shall provide a warranty bond(s), in an amount equal to the cost of the Municipal Improvements, for a two (2) year period commencing upon the City's acceptance of the Municipal Improvements. The Developer shall be solely responsible for the cost and expense 5 to perform all required repair work to City Standards within thirty (30) days of written notification by the City. 7. A. General Requirements. The Developer shall not commence the Municipal Improvements until it has obtained all insurance required under this Section and shall have filed the certificate of insurance or the certified copy of the insurance policy with the City, and the Developer shall maintain such insurance until the date six (6) months after the Cit y has accepted the Improvements. The Developer shall not allow any subcontractor to commence work on its subcontract until all insurance required for the subcontractor has been obtained. Each insurance policy shall contain a clause providing that it shall not be canceled by the insurance company without ten (10) days written notice to the City of intent to cancel. The Developer shall notify its insurance company in writing that the insurance company must notify the City if it cancels the Developer’s insurance. The Developer shall provide a copy of this written notice to the City. Each insurance policy shall contain a clause naming the City as an additionally insured party under the policy. Certificates of insurance shall be submitted on Standard Form C.I.C.C.-701 or ACORD 25 forms and shall specifically note the clause providing for 10 days written notice to the City of intent to cancel. The certificates of insurance shall also specifically note the clause naming the City as an additionally insured party under the policy. The following minimum coverage shall apply. i) Worker's compensation insurance as required by law. ii) Employer’s liability insurance with minimum limits as follows: Bodily Injury by Disease: $500,000 per person Bodily Injury by Disease: $500,000 general aggregate Bodily Injury by Accident: $500,000 general aggregate iii) Contractor’s Comprehensive general and automobile liability insurance, including coverage for non-owned and hired vehicles, in limits as follows: 6 General Liability - $1,000,000 each occurrence $2,000,000 aggregate Automobile Liability - $1,000,000 Combined Single Limit for Bodily Injury and Property damage iv) In addition to all listed coverages, Developer shall procure and maintain an Umbrella or Excess liability policy in a minimum limit of $2,000,000. B. Minimum Insurance Requirements. Losses other than those covered by insurance shall be the sole responsibility of the Developer. The insurance requirements as set forth herein shall be minimum requirements only. Any other insurance that may be necessary to provide adequate coverage must be provided by the Developer at its sole cost and expense. C. Contractual Liability. To the fullest extent permitted by law, the Developer shall indemnify and hold harmless the City and its agents and employees from and against all claims, damages, losses and expenses, including but not limited to reasonable attorneys' fees arising out of or resulting from the performance of this Agreement provided that any such claim, damage, loss or expense, but only to the extent the same (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Developer, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder, but not to the extent caused by the gross negligence or willful misconduct of a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Section. 8. The Developer agrees to install all utilities underground on the Property, specifically including electrical, telephone, cable television and gas services. The Developer 7 hereby represents that all utility services will be available for a building prior to occupancy of any dwelling in that respective building. 9. No occupancy of any building on the Property shall occur until water, sanitary sewer, and a paved driving surface are available for use to that building. 10. Prior to the release of the plat for recording, the Developer shall: A. Deliver to the City the Financial Guaranty (Section 5N). B. Deposit the funds to the City (Section 5O). C. Deliver evidence of cross-access/parking (Section 17). 11. Prior to the issuance of a building permit, the Developer agrees to pay the City for the public services furnished to the Property, in an amount as determined below upon the basis of units (per building) as determined by the City Engineer, which amount shall be paid in the following manner: A. Sewer Availability Charge - The rate per unit is based on the year in which the building permit is issued (presently $3,174.00 per unit - $2,485.00 Metro and $353.00 City). The person who applies for a building permit shall pay, at the time of the issuance of the permit, an amount equal to the rate times the number of units. This fee is subject to change if the obligation of the City to the Metropolitan Waste Control Commission changes. B. Water System, Supply and Storage Charge - The rate per unit is based on the year in which the building permit is issued (presently $961.00 per unit). The person who applies for a building permit shall pay, at the time of the issuance of the permit, an amount equal to the rate times the number of units. 12. The parties mutually recognize and agree that the park dedication requirements have previously been satisfied. 13. The parties mutually recognize and agree that storm water pond dedication requirements, as provided in Chapter 153 of the City Code, shall be satisfied by a combination of the dedication of drainage and utility easements on the plat, the grading of the Property in 8 conformance with City approved plans, and the execution and recording of the Storm Water and Infiltration Agreements (Exhibits “D” and “E”) and the Declaration of Covenants (Exhibit “F”.) 14. The Developer agrees to install and pay for a lighting system for the Property, in accordance with City and Dakota Electric Company standards. 15. The Developer agrees to provide the City with as-built surveys for any building constructed within the Property, prior to the issuance of the Certificate of Occupancy for that building. 16. The Developer agrees to reimburse the City for all reasonable engineering, administrative and legal costs and expenses incurred by the City in connection with this Agreement or the enforcement thereof. 17. Prior to recording the plat, the Developer shall provide the City with documentary evidence of perpetual access and cross parking for each lot in the Plat. The document shall be reviewed and approved by the City Attorney. The document shall be recorded with the plat. 18. The Developer shall deliver to the City copies of the recorded documents to evidence that the Developer has complied with its recording obligations under this Agreement. 19. The Developer hereby specifically releases the members of the City Council from any personal liability in connection with handling funds pursuant to the terms of this Agreement, and further agrees to indemnify and hold the members of the City Council harmless and against all claims, damages, losses and expenses, including but not limited to reasonable attorneys' fees, arising out of or resulting from the performance of this Agreement to the extent caused in whole or in part by any negligent act or omission of the Developer, or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part 9 by a party indemnified hereunder, but not to the extent caused by the gross negligence or willful misconduct of a party indemnified hereunder. 20. The parties mutually recognize and agree that all terms and conditions of this Agreement shall run with the Property and shall be binding upon the respective heirs, administrators, successors and assigns of the Developer. Cedar Retail LLC a Minnesota limited liability company ______________________________ By: ____________________ Its: ______________________ STATE OF MINNESOTA ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ____ day of ___________, 2019, by ______________, the _______________ of Cedar Retail LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public 10 City of Apple Valley ___________________________ By: Mary Hamann-Roland Its: Mayor ___________________________ By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this day of _____________, 2019, before me a Notary Public within and for said County, personally appeared Mary Hamann-Roland and Pamela J. Gackstetter to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Apple Valley, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. ________________________ Notary Public EXHIBIT A CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CEDAR RETAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the building permit shall be applicable to land legally described as Lot 2, Block 1, Cedar Retail Addition; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 16, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for the redevelopment of the existing building demolishing approximately 14,500 sq. ft. and retaining approximately 9,700 sq. ft. is hereby authorized, subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plans dated February 15, 2019, on file with at City offices and attached to this resolution. 3. Construction shall occur in conformance with the landscape plan dated February 15, 2019; subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 4. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. 5. Trash enclosures/storage at the rear of the structure shall comply with City Code. 6. The infiltration basin shall be constructed in conformance with City standards and approval by the City Engineer. 7. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite infiltration areas. EXHIBIT B 2 8. Additional trees shall be added surrounding the infiltration basin west of the existing building, as shown on the amended site plan dated February 15, 2019. 9. Landscaping in western most curb island shall be shifted within the landscape island to allow for an unobstructed view when vehicles are headed northbound to meet the requirements of the City Engineer. 10. An internal stop condition shall be installed on the western most curb island for traffic coming from the south to allow for east/west thru traffic, as shown on the amended site plan dated February 15, 2019. 11. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 12. A cross parking agreement between all lots shall be filed with the City prior to issuance of a building permit. 13. Subject to all conditions noted in the Building Official's memo dated January 4, 2019. 14. Subject to all conditions noted in the City Engineer's memo dates January 10, 2019. 15. The final plat for the Cedar Retail Addition shall be recorded with Dakota County prior to the issuance of a building permit. 16. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 17. The Site Plan and Building Permit Authorization is subject to the approval of the Cedar Retail Addition final plat. 18. Construction shall occur in conformance with the architectural plans dated January 8, 2019, subject to minor revisions. 19. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. on Saturday. Construction shall not be performed on Sundays or federal holidays. 20. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 21. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 3 BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 4 CERTIFICATE I, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 28, 2019, the original of which is in my possession, dated this day of , 20 . Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CEDAR RETAIL ADDITION WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the building permit shall be applicable to land legally described as Lot 3, Block 1, Cedar Retail Addition; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on January 16, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for the construction of an approximately 8,300 square foot Portillo’s Class II restaurant is hereby authorized, subject to the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plans dated February 15, 2019, on file with at City offices and attached to this resolution. 3. Construction shall occur in conformance with the landscape plan dated February 15, 2019; subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 4. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. 5. Trash enclosures/storage at the rear of the structure shall comply with City Code. 6. The infiltration basin shall be constructed in conformance with City standards and approval by the City Engineer. 7. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite infiltration areas. EXHIBIT C 2 8. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 9. A cross parking agreement between all lots shall be filed with the City prior to issuance of a building permit. 10. Subject to all conditions noted in the Building Official's memo dated January 4, 2019. 11. Subject to all conditions noted in the City Engineer's memo dates January 10, 2019. 12. The final plat for the Cedar Retail Addition shall be recorded with Dakota County prior to the issuance of a building permit. 13. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. 14. The Site Plan and Building Permit Authorization is subject to the approval of the Cedar Retail Addition final plat. 15. Construction shall occur in conformance with the architectural plans dated October 15, 2018, subject to minor revisions. 16. The owner shall submit a detailed nursery bid list at the time of application for the building permit that confirms the value of the landscape plantings. 17. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. on Saturday. Construction shall not be performed on Sundays or federal holidays. 18. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 19. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 28th day of February, 2019. 3 Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 4 CERTIFICATE I, Pamela J. Gackstetter, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on February 28, 2019, the original of which is in my possession, dated this day of , 20 . Pamela J. Gackstetter, City Clerk 1 STORM WATER POND AND INFILTRATION BASIN CONSTRUCTION AND MAINTENANCE AGREEMENT This AGREEMENT is made by and between Cedar Retail LLC, a Minnesota limited liability limited company (the “Owner”), and the City of Apple Valley, a Minnesota municipal corporation (the “City”). The Owner and the City shall jointly be referred to as the “Parties.” WHEREAS, the Owner is the fee owner of real property legally described as follows: Lot 2, Block 1, Cedar Retail Addition, according to the recorded plat thereof, Dakota County, Minnesota (the “Property”); WHEREAS, on February _______, 2019 the City Council approved a site plan and authorized a building permit for improvements upon the Property. The building permit authorization is subject to a number of conditions as set forth in the City Council's Resolution No. 2019 - ______, which includes, but is not limited to, the requirement that all construction and site improvements be in conformance with the approved site plan (the “Site Plan”), and in conformance with City Code. The Site Plan is attached hereto as Exhibit “A” and incorporated herein.; WHEREAS, the Site, in accordance with the City Code, requires the Owner to install and maintain an infiltration basin on a portion of the Property as depicted on the Site Plan. WHEREAS, the City requires the Owner to install a pond and infiltration basin in accordance with the approved plans and specifications, including but not limited to the following plans dated January 31, 2019, prepared by Kimley-Horn and Associates, Inc. attached hereto as Exhibits A-E and incorporated herein. Exhibits A-E shall be collectively referred to as the "Specifications": Exhibit A Sheet C400, C401, & C402 Site Plan Exhibit B Sheet C500, C501, & C502 Grading Plan: Exhibit C Sheet C503 Storm Water Details Exhibit D Sheet L100 &101 Landscape Plan Exhibit E Sheet L102 Landscape Details EXHIBIT D 2 WHEREAS, the purpose of installing and maintaining an infiltration basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies; and WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the pond and infiltration basin, as between the Parties, on the terms and conditions hereinafter set forth; NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Construction and Maintenance. 1.1 Infiltration Capacity Defined. The Infiltration Basins shall maintain an infiltration rate outlined in the approved Stormwater Management Plan and infiltrate the design volume of storm water outlined in the Stormwater Management Plan and no standing water and the design volume of storm water shall be infiltrated in 48 hours after completion of a rain event (the “Infiltration Capacity”). 1.2 Construction Requirements. The infiltration basin shall be constructed and maintained in accordance with the Specifications. 1.3 Maintenance Obligation. The Owner shall maintain and repair, when necessary, the infiltration basin in accordance with the terms and conditions set forth in this Agreement. If at any time the infiltration basin fails to conform to the standards and the Specifications set forth herein, including, but not limited to, the Infiltration Capacity, the Owner shall immediately correct the non-conformance in accordance with a City-approved remediation plan and schedule. The Owner shall submit to the City a proposed remediation plan and schedule to repair the infiltration basin to the standards set forth herein. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. 1.4 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the driveway and parking area on the Property in April or May each year to remove from the Property all sand and salt deposited on the driveway and parking area. The Owner shall remove all tree leaves from the Property after they fall to the ground in October or November each year. The Owner shall not deposit or store snow within the infiltration basin. 1.5 Personal Property or Debris Storage Prohibited. The Owner shall not deposit or store any personal property or debris, litter, or other objects within the infiltration basin and the Owner shall keep the infiltration basin free of any debris, leaves, litter, or other objects. 3 1.6 Maintenance of Vegetation. The Owner shall maintain and, when necessary, replace the approved vegetation set forth on Exhibit “D.” The Owner shall not use any chemicals within the infiltration basin unless first approved by the City and only when necessary for the protection of the infiltration basin or its vegetation. The Owner shall repair any erosion within or surrounding the infiltration basin. 1.7 Maintenance Costs. The Owner shall incur and pay all costs associated with maintaining and repairing the infiltration basin. 2. Inspections. 2.1 Monthly Inspections. The Owner shall conduct monthly inspections of the infiltration basin, at the Owner’s sole cost and expense, to ensure the Infiltration Capacity and a healthy plant community is maintained. If necessary, the Owner shall repair the infiltration basin if the Infiltration Capacity or healthy plant community is not in conformance with the standards set forth herein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter or other debris. 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that the infiltration basin does not conform to the Minimum Infiltration Capacity or any other requirements of the Specifications or this Agreement, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 3.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to bring the infiltration basin into compliance with the Infiltration Capacity or Specifications, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan for the infiltration basin and complete all work necessary to correct the infiltration basin so as to bring it into compliance with the Infiltration Capacity and Specifications. 3.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan for the infiltration basin and all work completed by the City to bring the infiltration basin back into compliance with the Infiltration Capacity and Specifications. 3.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City ma y recover its costs by levying a special assessment against the Property. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the 4 Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments or the right to contest the assessments under Minnesota Statutes § 429.081. 3.5 Right of Entry. The City shall have the right to enter the property to inspect and to implement the terms of this Paragraph 3. The City shall not be subject to or liable for any claims of trespass by the Owner. 4. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 5. Amendment, Release or Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on b ehalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation by that p arty of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 6. Duration. This Agreement shall constitute a covenant running with the land and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 7. Recording Agreement. The Owner shall record this Agreement against the Property with the Dakota County Recorder's Office within thirty (30) days of full execution and shall provide the City with verification of recording within ninety (90) day of full execution of this Agreement. 8. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. Cedar Retail LLC, a Minnesota limited liability company ________________________________ By: _______________________ Its: ____________________ 5 STATE OF MINNESOTA ) ) ss. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2019, by ______________, the ________________of Cedar Retail LLC, a Minnesota limited liability company, on behalf of the limited liability company. __________________________ Notary Public City of Apple Valley ______________________________ By: Mary Hamann-Roland Its: Mayor ______________________________ By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2019, by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. __________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (MGD: 66-40959) 1 STORM WATER POND AND INFILTRATION BASIN CONSTRUCTION AND MAINTENANCE AGREEMENT This AGREEMENT is made by and between Cedar Retail LLC, a Minnesota limited liability limited company (the “Owner”), and the City of Apple Valley, a Minnesota municipal corporation (the “City”). The Owner and the City shall jointly be referred to as the “Parties.” WHEREAS, the Owner is the fee owner of real property legally described as follows: Lot 3, Block 1, Cedar Retail Addition, according to the recorded plat thereof, Dakota County, Minnesota (the “Property”); WHEREAS, on February _______, 2019 the City Council approved a site plan and authorized a building permit for improvements upon the Property. The building permit authorization is subject to a number of conditions as set forth in the City Council's Resolution No. 2019 - ______, which includes, but is not limited to, the requirement that all construction and site improvements be in conformance with the approved site plan (the “Site Plan”), and in conformance with City Code. The Site Plan is attached hereto as Exhibit “A” and incorporated herein.; WHEREAS, the Site, in accordance with the City Code, requires the Owner to install and maintain an infiltration basin on a portion of the Property as depicted on the Site Plan. WHEREAS, the City requires the Owner to install a pond and infiltration basin in accordance with the approved plans and specifications, including but not limited to the following plans dated January 31, 2019, prepared by Kimley-Horn and Associates, Inc. attached hereto as Exhibits A-E and incorporated herein. Exhibits A-E shall be collectively referred to as the "Specifications": Exhibit A Sheet C400, C401, & C402 Site Plan Exhibit B Sheet C500, C501, & C502 Grading Plan: Exhibit C Sheet C503 Storm Water Details Exhibit D Sheet L100 & 101 Landscape Plan Exhibit E Sheet L102 Landscape Details EXHIBIT E 2 WHEREAS, the purpose of installing and maintaining an infiltration basin is on-site storm water management and to promote the water quality and volume control of the City's water bodies; and WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction and maintenance of the pond and infiltration basin, as between the Parties, on the terms and conditions hereinafter set forth; NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Construction and Maintenance. 1.1 Infiltration Capacity Defined. The Infiltration Basins shall maintain an infiltration rate outlined in the approved Stormwater Management Plan and infiltrate the design volume of storm water outlined in the Stormwater Management Plan and no standing water and the design volume of storm water shall be infiltrated in 48 hours after completion of a rain event (the “Infiltration Capacity”). 1.2 Construction Requirements. The infiltration basin shall be constructed and maintained in accordance with the Specifications. 1.3 Maintenance Obligation. The Owner shall maintain and repair, when necessary, the infiltration basin in accordance with the terms and conditions set forth in this Agreement. If at any time the infiltration basin fails to conform to the standards and the Specifications set forth herein, including, but not limited to, the Infiltration Capacity, the Owner shall immediately correct the non-conformance in accordance with a City-approved remediation plan and schedule. The Owner shall submit to the City a proposed remediation plan and schedule to repair the infiltration basin to the standards set forth herein. If the City approves the proposed remediation plan and schedule, the Owner shall perform the remediation in compliance therewith. 1.4 Snow and Leaves Removal and Prohibited Storage. The Owner shall sweep clean the driveway and parking area on the Property in April or May each year to remove from the Property all sand and salt deposited on the driveway and parking area. The Owner shall remove all tree leaves from the Property after they fall to the ground in October or November each year. The Owner shall not deposit or store snow within the infiltration basin. 1.5 Personal Property or Debris Storage Prohibited. The Owner shall not deposit or store any personal property or debris, litter, or other objects within the infiltration basin and the Owner shall keep the infiltration basin free of any debris, leaves, litter, or other objects. 3 1.6 Maintenance of Vegetation. The Owner shall maintain and, when necessary, replace the approved vegetation set forth on Exhibit “D.” The Owner shall not use any chemicals within the infiltration basin unless first approved by the City and only when necessary for the protection of the infiltration basin or its vegetation. The Owner shall repair any erosion within or surrounding the infiltration basin. 1.7 Maintenance Costs. The Owner shall incur and pay all costs associated with maintaining and repairing the infiltration basin. 2. Inspections. 2.1 Monthly Inspections. The Owner shall conduct monthly inspections of the infiltration basin, at the Owner’s sole cost and expense, to ensure the Infiltration Capacity and a healthy plant community is maintained. If necessary, the Owner shall repair the infiltration basin if the Infiltration Capacity or healthy plant community is not in conformance with the standards set forth herein. Repairing landscape and vegetation to maintain a healthy plant community may include replacement of dead or diseased plants, vegetation or mulch and removal of noxious weeds, litter or other debris. 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that the infiltration basin does not conform to the Minimum Infiltration Capacity or any other requirements of the Specifications or this Agreement, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 3.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City-approved remediation plan to bring the infiltration basin into compliance with the Infiltration Capacity or Specifications, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan for the infiltration basin and complete all work necessary to correct the infiltration basin so as to bring it into compliance with the Infiltration Capacity and Specifications. 3.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan for the infiltration basin and all work completed by the City to bring the infiltration basin back into compliance with the Infiltration Capacity and Specifications. 3.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City ma y recover its costs by levying a special assessment against the Property. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the 4 Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments or the right to contest the assessments under Minnesota Statutes § 429.081. 3.5 Right of Entry. The City shall have the right to enter the property to inspect and to implement the terms of this Paragraph 3. The City shall not be subject to or liable for any claims of trespass by the Owner. 4. Standards for Performance. Any act of construction, maintenance, or repair to be performed under this Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 5. Amendment, Release or Termination. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council, or successor body. The Owner, on b ehalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, may withhold or delay consent for any reason or no reason whatsoever, any may condition consent upon such terms as the City deems desirable. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgment, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation by that p arty of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution or other format approved by the City Attorney. 6. Duration. This Agreement shall constitute a covenant running with the land and shall be binding upon and inure to the benefit of the Parties, and any and all of their successors and assigns. 7. Recording Agreement. The Owner shall record this Agreement against the Property with the Dakota County Recorder's Office within thirty (30) days of full execution and shall provide the City with verification of recording within ninety (90) day of full execution of this Agreement. 8. Governing Law. The laws of the State of Minnesota shall govern the interpretation, validity, performance, and enforcement of this Agreement. Cedar Retail LLC, a Minnesota limited liability company ________________________________ By: _______________________ Its: ____________________ 5 STATE OF MINNESOTA ) ) ss. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2019, by ______________, the ________________of Cedar Retail LLC, a Minnesota limited liability company, on behalf of the limited liability company. __________________________ Notary Public City of Apple Valley ______________________________ By: Mary Hamann-Roland Its: Mayor ______________________________ By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of ___________, 2019, by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and City Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. __________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (MGD: 66-40959) DECLARATION OF COVENANTS REGARDING UNDERGROUND STORM WATER INFILTRATION SYSTEM This Declaration of Covenants (“Declaration”) is made this day of , 2018, by Cedar Retail LLC, a Minnesota limited liability company (the “Owner”). WHEREAS, the Owner is the fee title holder of real property in Dakota County, Minnesota, legally described as follows: Lot 3, Block 1, Cedar Retail Addition (the “Property”). WHEREAS, the Owner plans to install, operate, and maintain an underground storm water infiltration system ("USWIS") on the Property designed by Kinley Horn, and as depicted on the Grading and Utility Plans C501 and C503 drawings attached hereto as Exhibit “A” and incorporated herein; and WHEREAS, the Owner desires to subject the Property to covenants for the installation, operation, maintenance, repair and replacement of the USWIS as further set forth herein; NOW, THEREFORE, the Owner hereby declares and covenants as follows: 1. Maintenance. The Owner shall substantially comply with all installation, inspection and maintenance recommendations in the StormTech (sc-470 chambers/30” chamber or approval equal) attached hereto as Exhibit “B” and incorporated herein and the following additional requirements, all at the Owner’ sole cost and expense: a. The USWIS shall be inspected substantially as specified in the Plan by a qualified person selected by the Owner. b. The City of Apple Valley (the “City”) shall be notified at least 48 hours prior to any inspection or maintenance of the USWIS and, at the sole cost and expense of the City, a representative of the City may observe any inspection or maintenance of the USWIS. c. The Owner shall submit a report to the City no later than two weeks after any inspection or maintenance of the USWIS. The report shall include the following: EXHIBIT F i. Date and time of inspection; ii. Log of findings; iii. Date and time of maintenance; and iv. Log of maintenance performed. d. Within 24 hours of notification by the City, the Owner shall allow the City, its agents and employees, at the sole cost and expense of the City, access through any and all inspection ports for the purpose of measuring water levels in the StormTech chamber system (as described in the Plan), isolator rows, and inlet and outlet manholes. e. If at any time the USWIS (i) fails to meet the infiltration volume requirements as represented in the Plan, or (ii) fails to achieve complete infiltration within seventy- two (72) hours after any rain event (collectively, the “Requirements”), the Owner shall promptly submit to the City a proposed plan and schedule for remediation of the USWIS. If the City denies the proposed remediation plan and schedule, the Owner shall submit to the City a revised remediation plan and schedule addressing the City's reasonable concerns. If the City approves a proposed remediation plan and schedule, the Owner shall perform remediation in compliance therewith. f. If, following ten (10) business days written notice from the City with opportunity to cure, the Owner fails to submit a proposed remediation plan and schedule that are reasonably acceptable to the City, or if remediation fails to bring the USWIS into compliance with the Requirements, then the Owner shall replace the USWIS or any portion thereof as may be reasonably required by the City. 2. Standards for Performance. Any act of construction, maintenance, repair or replacement to be performed under this Declaration shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 3. Amendment. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Declaration shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must be evidenced by a resolution duly approved by the City Council or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or none whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City’s absolute right and prerogative to insist that the terms of this Declaration remain in effect and unaltered and to permit amendment, release or termination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its discretion. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgement, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution. Notwithstanding anything herein to the contrary, the Property shall not be deemed dedicated to the public or otherwise public land, and the City shall have no obligation and no right, not otherwise existing independent of this agreement, under this agreement, or under the ordinances, statutes and other laws under which the City operates, to maintain or administer Property. Notwithstanding the foregoing, if this agreement or any requirement herein should conflict with any present or future state or federal law, regulation, code or other legal requirement, the City agrees to reasonably cooperate with Declarant to amend this Agreement to eliminate such conflict. 4. Governing Law. This Declaration shall be construed under and enforced in accordance with the laws of the State of Minnesota. 5. Authority. The Owner covenants with the City that they are the fee owners of the Property as described above and have good right to create the covenants contained herein. 6. Duration. The covenants contained herein shall run with the Property and shall bind the Owner and their successors and assigns. [Signature page follows] IN WITNESS WHEREOF, the Owner has executed this Declaration of Covenants. Cedar Retail LLC, a Minnesota limited liability company By: __________________ Its: ____________ STATE OF MINNESOTA ) ) ss. COUNTY OF ) On this day of __________, 2019, before me a Notary Public within and for said County, personally appeared Joshua D. Krsnak to me personally known, who being by me duly sworn, did say that he/she is the Cedar Retail LLC, a Minnesota limited liability company, ____________ of Cedar Retail LLC, a Minnesota limited liability company named in the instrument, and that said instrument was signed on behalf of said company as the free act and deed of the company. Notary Public Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (MGD: 66-40959) Time Square Shopping Center –Portillo’s Requested Actions 1.Adopt Resolution Approving Cedar Retail Addition Final Plat and Development Agreement 2.Approve Design Agreement for Cedar Retail Addition 3.Adopt Resolution Approving Conditional Use Permit for Drive-Through Lane in Conjunction with Class-I Restaurant 4.Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 2 Block 1, Cedar Retail Addition Requested Actions Con’t 5.Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 3, Block 1, Cedar Retail Addition 6.Adopt Resolution Approving 11.5 Ft. Side Setback Variance (from 15 Ft. to 3.5 Ft.) on Lot 2, Block 1, Cedar Retail Addition 7.Adopt Resolution Approving Site Plan/Building Permit Authorization for 8,300 Sq. Ft. Restaurant on Lot 3, Block 1, Cedar Retail Addition 8.Adopt Resolution Approving Site Plan/Building Permit Authorization for Existing Structure on Lot 2, Block 1, Cedar Retail Addition Site Location Site Details Comprehensive Plan Zoning Map Site Oblique Aerials –Viewing North SITE North Building South Building Portillo’s Site Oblique Aerials South Building Portillo’sDemolition Site Plan Site Plan –Southern Lots Parking Variance Red –18’ Stalls Blue –Code Compliant Landscape Plan Whole Site Utility Plan Utility Plan Portillo’s Elevations Portillo’s Elevation -West Portillo’s Elevations Portillo’s Elevation -North Portillo’s Elevation -East Portillo’s Rendering Elevations –South Building Nichiha Vintage Wood Nichiha Illumination Panel Elevations –North Building Waypost StoneNichihaVintage WoodNichihaIllumination Panel Building Materials Illustration Waypost Stone Nichiha Vintage Wood Nichiha Illumination Panel Comments At Public Hearing •Additional traffic in the Cedar Ave/CSAH 42 corridor is concerning. •Expected traffic is 2,500 daily trips, but 50% of these are existing in the system already, thus 1,250 trips are new users. •Cedar and 42 are currently under capacity •No more than 300 trips to any roadway are anticipated •No roadway is expected to have more than a 1.5% increase in traffic •Pedestrian access and safety •A sidewalk connecting to the Cedar Ave trail has been added for pedestrians Planning Commission Recommendation •The Planning Commission unanimously recommended approval of the application with several conditions. Requested Actions 1.Adopt Resolution Approving Cedar Retail Addition Final Plat and Development Agreement 2.Approve Design Agreement for Cedar Retail Addition 3.Adopt Resolution Approving Conditional Use Permit for Drive-Through Lane in Conjunction with Class-III Restaurant 4.Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 2 Block 1, Cedar Retail Addition Requested Actions Con’t 5.Adopt Resolution Approving 2 Ft. Parking Stall Depth Variance (from 20 Ft. to 18 Ft.) on Lot 3, Block 1, Cedar Retail Addition 6.Adopt Resolution Approving 11.5 Ft. Side Setback Variance (from 15 Ft. to 3.5 Ft.) on Lot 2, Block 1, Cedar Retail Addition 7.Adopt Resolution Approving Site Plan/Building Permit Authorization for 8,300 Sq. Ft. Restaurant on Lot 3, Block 1, Cedar Retail Addition 8.Adopt Resolution Approving Site Plan/Building Permit Authorization for Existing Structure on Lot 2, Block 1, Cedar Retail Addition Questions? Site Plan –Southern Lots 1st Proposal Parking Stall Length Requirement City Stall Length Apple Valley 20 Rosemount 19 Burnsville 18 Eagan 19 Eden Prairie 19 Edina 18 Lakeville 20 Minnetonka 18 Plymouth 18.5 Richfield 19 St. Louis Park 18 Shakopee 18 Savage 18 *Woodbury 20 *Woodbury included many 18’ stalls in their Portillo’s location I T E M: 5.D. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Regular A genda Description: A dopt Resolutions Reappointing Economic Development A uthority Member, Commissioners, and Committee Members S taff Contact: P amela J . Gackstetter, City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: 1. Adopt the resolution reappointing Economic Development Authority Member. 2. Adopt the resolution reappointing C emetery Advisory C ommittee Members. 3. Adopt the resolution reappointing Parks & Recreation Advisory C ommittee Members. 4. Adopt the resolution reappointing Planning Commissioners. 5. Adopt the resolution reappointing Telecommunications Advisory Committee Members. 6. Adopt the resolution reappointing Traffic Safety Advisory C ommittee Members. 7. Adopt the resolution reappointing Urban Affairs Advisory C ommittee Members. S UM M ARY: In accordance with Minnesota Statute Section 469.095 and Apple Valley City Code Section 32.02 and the resolutions establishing committees and membership terms, following is a list of members who need to be reappointed due to their term expiring March 1, 2019. All of the members listed have expressed interest in serving an additional term. Committee Member Name New Term E xpires Economic Development Authority T homas Melander 2025 C emetery Advisory C ommittee Tanya Grawe 2022 J ay Hoekstra 2022 Parks & Recreation Advisory C ommittee J osh Gaffke 2022 Noel Hammill 2022 VA C A N T 2022 Planning Commission Tim Burke 2022 Paul Scanlan 2022 Telecommunications Advisory C ommittee J erry Brown 2022 Carson Turnquist 2022 Traffic Safety Advisory C ommittee Linda Dolan 2022 Matt Saam 2022 J oe Shaw 2022 Urban Affairs Advisory C ommittee Linda Blake 2022 Sandy Breuer 2022 Walton Mahlum 2022 Attached are resolutions reappointing the members of each committee for their new terms. B AC K G RO UND: T he membership term for the Economic Development Authority is six years and all other committees is three years. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Resolution Resolution Resolution Resolution Resolution Resolution Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING ECONOMIC DEVELOPMENT AUTHORITY MEMBERS WHEREAS, Minnesota Statutes Section 469.095 provides for appointment by the Mayor, with City Council approval, of members of the Economic Development Authority; and WHEREAS, Economic Development Authority members hold six-year terms; and the term of Thomas Melander expires March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Thomas Melander is hereby reappointed to the Economic Development Authority for a term expiring March 1, 2025. BE IT FURTHER RESOLVED that members of the Economic Development Authority are then as follows: Name Term Expires 1. Thomas Goodwin December 31, 2020 2. Ruth Grendahl December 31, 2020 3. Ken Johnson March 1, 2022 4. John Bergman December 31, 2022 5. Mary Hamann-Roland December 31, 2022 6. Clint Hooppaw December 31, 2022 7. Thomas Melander March 1, 2025 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING CEMETERY ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Cemetery Advisory Committee; and WHEREAS, Cemetery Advisory Committee members hold three-year terms; and the terms of Tanya Grawe and Jay Hoekstra expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Tanya Grawe and Jay Hoekstra are hereby reappointed to the Cemetery Advisory Committee for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Cemetery Advisory Committee are then as follows: Name Term Expires 1. Nancy Anderson March 1, 2020 2. David Brueshoff March 1, 2020 3. Alan Kohls March 1, 2020 4. Timothy Anderson March 1, 2021 5. David Kemp March 1, 2021 6. Tanya Grawe March 1, 2022 7. Jay Hoekstra March 1, 2022 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING PARKS & RECREATION ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Parks & Recreation Advisory Committee; and WHEREAS, Parks & Recreation Advisory Committee members hold three-year terms; and the terms of Josh Gaffke and Noel Hammill expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Josh Gaffke and Noel Hammill, are hereby reappointed to the Parks & Recreation Advisory Committee for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Parks & Recreation Advisory Committee are then as follows: Name Term Expires 1. Matthew Hinrichs March 1, 2020 2. VACANT March 1, 2020 3. Boyd Montgomery March 1, 2021 4. Brenton Schulz March 1, 2021 5. Josh Gaffke March 1, 2022 6. Noel Hammill March 1, 2022 7. VACANT March 1, 2022 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING PLANNING COMMISSIONERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Planning Commission; and WHEREAS, Planning Commissioner members hold three-year terms; and the terms of Tim Burke and Paul Scanlan expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Tim Burke and Paul Scanlan are hereby reappointed to the Planning Commission for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Planning Commission are then as follows: Name Term Expires 1. Keith Diekmann March 1, 2020 2. Jodi Kurtz March 1, 2020 3. David Schindler March 1, 2020 4. Ken Alwin March 1, 2021 5. Thomas Melander March 1, 2021 6. Tim Burke March 1, 2022 7. Paul Scanlan March 1, 2022 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING TELECOMMUNICATIONS ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Telecommunications Advisory Committee; and WHEREAS, Telecommunications Advisory Committee members hold three-year terms; and the terms of Jerry Brown and Carson Turnquist expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Jerry Brown and Carson Turnquist are hereby reappointed to the Telecommunications Advisory Committee for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Telecommunications Advisory Committee are then as follows: Name Term Expires 1. David Cherner March 1, 2020 2. Dale Rodell March 1, 2020 3. Barry Berg March 1, 2021 4. Jerry Brown March 1, 2022 5. Carson Turnquist March 1, 2022 ADOPTED this 28th day of February, 2022. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING TRAFFIC SAFETY ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Traffic Safety Advisory Committee; and WHEREAS, Traffic Safety Advisory Committee members hold three-year terms; and the terms of Linda Dolan, Matt Saam, and Joe Shaw expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Linda Dolan, Matt Saam, and Joe Shaw are hereby reappointed to the Traffic Safety Advisory Committee for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Traffic Safety Advisory Committee are then as follows: Name Term Expires 1. Greg Dahlstrom March 1, 2020 2. Arthur Zimmerman March 1, 2020 3. Charles Grawe March 1, 2021 4. Fred Puente March 1, 2021 5. Linda Dolan March 1, 2022 6. Matt Saam March 1, 2022 7. Joe Shaw March 1, 2022 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2019- RESOLUTION REAPPOINTING URBAN AFFAIRS ADVISORY COMMITTEE MEMBERS WHEREAS, Section 32.02 of the Apple Valley City Code, as amended, provides for appointment by the City Council of members of the Urban Affairs Advisory Committee; and WHEREAS, Urban Affairs Advisory Committee members hold three-year terms; and the terms of Linda Blake, Sandy Breuer, and Walton Mahlum expire March 1, 2019. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that Linda Blake, Sandy Breuer, and Walton Mahlum are hereby reappointed to the Urban Affairs Advisory Committee for a term expiring March 1, 2022. BE IT FURTHER RESOLVED that members of the Urban Affairs Advisory Committee are then as follows: Name Term Expires 1. Pamela Sohlberg March 1, 2020 2. John Vegter March 1, 2020 3. Sharon Schwartz March 1, 2021 4. VACANT March 1, 2021 5. Linda Blake March 1, 2019 6. Sandy Breuer March 1, 2019 7. Walton Mahlum March 1, 2019 ADOPTED this 28th day of February, 2019. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk I T E M: 7. C O UNC I L ME E T I NG D AT E :F ebruary 28, 2019 S E C T I O N:Calendar of Upcoming Events Description: A pprove Calendar of Upcoming E vents S taff Contact: S tephanie Marschall, Deputy City Clerk Department / Division: City Clerk’s Office AC T I O N RE Q UE S T E D: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the C ity Council. S UM M ARY: Day/Date Time L ocation Ev ent Tue./Feb. 26 6:00 p.m.Municipal C enter Urban Affairs Advisory Committee Meeting C A N C ELED T hur./Feb. 28 7:00 p.m.Municipal C enter Regular C ity Council Meeting Fri./Mar. 1 8:30 a.m.-2:00 p.m. C amp Sacajawea Retreat C enter Special Informal City C ouncil Meeting Mon./Mar. 4 7:00 p.m.Municipal C enter Telecommunications Advisory Committee Meeting Tue./Mar. 5 7:30-9:00 a.m.Pure Barre Chamber Coffee C onnection Wed./Mar. 6 7:00 p.m.Municipal C enter Planning C ommission Meeting T hur./Mar. 7 6:00 p.m.Municipal C enter Informal Parks & Recreation Advisory C ommittee Meeting T hur./Mar. 7 7:00 p.m.Municipal C enter Regular Parks & Recreation Advisory C ommittee Meeting Mar. 10-13 Washington D.C .National League of Cities Congressional C ity Conference Wed./Mar. 13 7:00 p.m.Municipal C enter Traffic Safety Advisory Committee Meeting T hur./Mar. 14 5:00-7:00 p.m.T hink Mutual Bank Chamber Business After Hours T hur./Mar. 14 5:30 p.m.Municipal C enter Informal City C ouncil Meeting T hur./Mar. 14 7:00 p.m.Municipal C enter Regular C ity Council Meeting Sat./Mar. 16 6:00-9:00 p.m. Bogart’s Entertainment C enter Apple Valley Arts Foundation Frozen Apple Concert Series Wed./Mar. 20 7:00 p.m.Municipal C enter Planning C ommission Meeting Tue./Mar. 26 6:00 p.m.Municipal C enter Urban Affairs Advisory Committee Meeting Wed./Mar. 27 9:00 a.m.Municipal C enter Firefighters Relief Association Meeting T hur./Mar. 28 6:00 p.m.Municipal C enter ED A Meeting T hur./Mar. 28 7:00 p.m.Municipal C enter Regular C ity Council Meeting B AC K G RO UND: Each event is hereby deemed a Special Meeting of the C ity Council, the purpose being informational or social gathering. Only events marked with an asterisk (*) will any action of the Council take place. B UD G E T I M PAC T: N/A