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08/16/2017
Apple ��ey Meeting Location: Municipal Center 7100 147th Street West Apple Valley, Minnesota 55124 August 16, 2017 PLANNING COMMISSION TENTATIVE AGENDA 7:00 PM 1. Call to Order 2. Approve Agenda 3. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A. Approve Minutes of July 19, 2017, Regular Meeting 4. Public Hearings A. Pasha Driveway Interim Use Permit for a Secondary Access - PC 17-23-I Location: 13199 Galleria Place Petitioner: Mumtaz Pasha 5. Land Use / Action Items A. Ryan Real Estate Redevelopment - PC 17-09-ZCB 1. Zoning Amendments to PD -290, to Allow Drive-thru Lane in Connection with a Class I Restaurant, Reduced Building and Parking Setbacks, Increased Building Height, Signs Painted on Building, and Sign Above Building Roofline 2. Conditional Use Permit for Drive-Thru Facility 3. Site Plan Review/Building Permit Authorization to Construct a 9,000 sq. ft. Restaurant Location: 14750 Cedar Ave (Southeast corner Cedar Ave & 147th St) Petitioner: Launch Properties and Ryan Real Estate 6. Other Business A. Review of Upcoming Schedule and Other Updates Next Planning Commission Meeting -Wednesday, September 6, 2017 - 7:00 p.m. Next City Council Meeting -Thursday, August 24, 2017 - 7:00 p.m. 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.cityofapplevalley.org Apple„ ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 3.A. August 16, 2017 Consent Agenda Description: Approve Minutes of July 19, 2017, Regular Meeting Staff Contact: Joan Murphy, Department Assistant ACTION REQUESTED: Approve minutes of regular meeting of July 19, 2017. Department / Division: Community Development Department SUMMARY: The minutes of the last regular Planning Commission meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES JULY 19, 2017 1. CALL TO ORDER The City of Apple Valley Planning Commission meeting was called to order by Chair Melander at 7:00 p.m. Members Present: Tom Melander, Ken Alwin, Keith Diekmann, Jodi Kurtz and Paul Scanlan Members Absent: Tim Burke and David Schindler Staff Present: City Attorney Mike Dougherty, Community Development Director Bruce Nordquist, City Engineer Brandon Anderson, City Planner Tom Lovelace, Planner Kathy Bodmer and Department Assistant Joan Murphy. 2. APPROVAL OF AGENDA Chair Melander asked if there were any changes to the agenda. Hearing none he called for a motion. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, approving the agenda. Ayes - 5 - Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of June 21, 2017. Ayes - 4 - Nays - 0. Abstained — 1 (Kurtz) 4. PUBLIC HEARINGS A. Ryan Real Estate/Launch Properties Redevelopment —Public hearing to consider proposed zoning amendments, conditional use permit and site plan review/building permit authorization to allow for redevelopment of the Ryan Real Estate property at for a 9,000 -sq. ft. single occupant restaurant (Class I) with drive-thru window service. (PC17-09-ZCVB) LOCATION: 14750 Cedar Ave PETITIONER: Launch Properties Chair Melander opened the public hearing at 7:02 p.m. Planner Kathy Bodmer stated Launch Properties requests consideration of an application for the redevelopment of the Ryan Real Estate building at 14750 Cedar Ave. The proposed development would remove the existing building and replace it with a 9,000 sq. ft. Class I Casual restaurant with two drive-thru lanes. The requested land use actions would be the following: 1. Amend PD -290, Zone 1 to allow drive-thru lanes in connection with a Class I Restaurant CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 19, 2017 Page 2 of 6 2. Amend PD -290, Zone 1 to allow reduced parking and building setbacks from Cedar Ave, 147th Street and Glazier Ave. 3. Conditional Use Permit (CUP) for drive-thru lanes. 4. Site plan review/building permit authorization for 9,000 sq. ft. Class I restaurant. The petitioners propose to construct the building on the northwest corner of the subject property with the building aligned in a north -south orientation parallel to Cedar Ave. The front and main entrance will be on the south side of the building. The double drive-thru lanes are proposed to be accessed from the east side of the parking lot and follows counter -clockwise around the north and then west sides of the site between Cedar Avenue and the building. The existing driveway access off of 147th Street is proposed to be closed. A right -in -only access is proposed to be constructed on Glazier Ave approximately 230' south of the Glazier Ave and 147th Street intersection. A second full access driveway is proposed south of the right -in -only access with a dedicated enter lane, right turn exit lane and left turn exit lane. The required number of parking spaces is calculated based on the number of seats. With 201 indoor seats and 28 outdoor seats, a total of 84 parking spaces would be required; ninety-seven (97) spaces are provided. The petitioners seek to amend the planned development zoning district (PD -290, Zone 1) to reduce building setbacks from Cedar Ave from 40' to 26', and parking lot setbacks from Cedar Ave from 20' to 0.' The 147th Street parking setbacks are proposed to be reduced from 20' to 4'. The parking lot setbacks from Glazier Ave are proposed to be reduced from 20' to 10'. When Dakota County improved Cedar Avenue in 2013, the County acquired additional right-of-way (ROW) and trail, drainage and utility easements (TDU) to place a comer monument and landscape feature on the northwest corner of the site. The reduced setbacks are needed as a result of the additional easements. Class I restaurants are a permitted use in the zoning district, but drive-thru lanes in connection with a Class I restaurant are currently not allowed. The petitioner requests an amendment to the PD that would allow two drive-thru lanes. Ms. Bodmer reviewed the easements, setbacks, building design and dumpster placement. City Engineer Brandon Anderson reviewed the traffic impacts on the area intersections and the surrounding property owners and provided concept plans. Chair Melander asked if the roundabout was adopted could it alleviate the problem. Mr. Anderson answered yes it would alleviate the problem with the intersection. Commissioner Alwin inquired if traveling eastbound on 147th Street W if there would be a "no left turn" into the Cedar Marketplace Applebees. Mr. Anderson responded that is correct and the intersection now works on the level of a C rating. The measurement is on a scale of A to F rating of a delay at the intersection with A being the best. Anything that operates at a level E or F he considers not acceptable. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 19, 2017 Page 3 of 6 Chair Melander commented he does not feel it works at the level of a C now. He said he does not think that intersection works well if you want to travel west. Commissioner Scanlan asked if there had been any feedback from the commercial area to the north. Businesses need to retain their clientele. Ms. Bodmer answered the petitioner has been contacting adjacent property owners. Commissioner Scanlan asked for any historical perspective why Dakota County obtained additional easements on Cedar Avenue when they made improvements to Cedar Avenue. Ms. Bodmer answered it was because Dakota County wanted to create the signature intersection and landscape features with the entryway monuments and the landscaping around it. Commissioner Scanlan inquired if adding an additional drive-thru lane would take away the element of that feature for the Cedar Avenue project. He expressed concern for left hand traffic to exit away from the drive-thru lane. He commented on the number of parking spaces being over the amount needed and if they could take a couple parking spaces in the center and shift something over in the design plan so adjustments could be made without going into those easements. Wendy Hunter, representing Portillo's, gave a brief history of the company. Dan Regan, Launch Properties, provided addition information. Chair Melander questioned if what you are proposing here with a drive-thru window is already working in other locations. Peggy Hart, with Portillo's, described the drive-thru process and said the double lanes enhance the customer experience. She explained the on-line application and how everything on their menu is made to order. Mr. Regan responded yes, it is not the first time this has been done. This is happening at 45 — 50 Portillo's with the double drive-thru operations. Commissioner Alwin commented that he has driven past Portillo's in Woodbury and asked if the second lane is really a drive around lane. Ms. Hart answered yes that it is. Commissioner Kurtz inquired about the location of the patio on the left side and if there was a reason it was not on the opposite side of the site. Ms. Hart answered that it flows better with the patio on the left side and gives them the ability to have a larger patio. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 19, 2017 Page 4 of 6 Mr. Regan said the entire patio is secured so nobody can get hit. Commissioner Scanlan asked if there would be signage on all four sides. Ms. Bodmer said they would be allowed to have signs on the main facade and allowed to copy those designs on other elevations. Commissioner Scanlan had concerns for the sidewalk width and thought they may be short on the patio end on the south. Ms. Bodmer commented that typically staff would like to see 6 feet and she had not looked at that detail but will review it. Commissioner Scanlan asked Mr. Regan if he foreseen any issue with increasing of the sidewalk area in front of the outdoor seating. Mr. Regan answered they would have to take a closer look and was fairly certain that they could come up with a way to resolve that concern. Commissioner Scanlan asked for a way to prevent the left-hand turn lane across the front of the building. He felt this was a safety concern because cars would be crossing the front entrance of the building when people would be trying to walk in or exit. Mr. Regan thought it would better for the cars to circulate around the island that are trying to find a place to park than it would be to restrict that left-hand movement. Ms. Hart added that they could put a sign that says "no left turn" so it forces people to go straight. Commissioner Scanlan expressed concern for the location of the trash enclosure and said he is supportive of what staff is saying. He was also concerned for the monument signage that the City and Dakota County put the effort into and feels the applicant downplayed importance in terms of the landscaping and still retain the two drive-thru lanes. Mr. Regan said he did not intend to downplay it and they will work with staff to address that. Commissioner Scanlan addressed the renderings and the importance of architectural balance considering that the back side of the building is on a prominent comer. He believes something more can be done there to bring the balance so it does not say this is the back of the building. He believes more design elements can be brought from the front of the building to the back. Commissioner Diekmann referred to an elevation drawing and asked if there was a utility box between the trash enclosure and the restaurant. Ms. Hart answered that it is an electrical transformer. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 19, 2017 Page 5 of 6 Commissioner Diekmann commented that from an operational standpoint he agrees with having the trash enclosure remain where it is at on the plans and understands that and he could support that if the applicant could explain it and what they would do to minimize the effects of it being there. He said that is an important thing. Mark Matijasevich, Dunbar Way, was familiar with Portillo's in Chicago and is excited that Portillo's will be moving to Apple Valley. Tom Schuenke, Wings Financial Credit Union, expressed concern for the parking and where people are going to go. He experiences problems with people using the Wings parking lot now. He commented that the roundabout will empty right into Wings parking lot. He has concerns with the amount traffic. Chair Melander closed the public hearing at 8:23 p.m. 5. LAND USE/ACTION ITEMS --NONE-- 6. OTHER BUSINESS A. 2040 Comprehensive Plan Update Cindy Gray and David Sweeney, SRF Consulting, provided information on the 2040 Comprehensive Plan. Discussion followed. B. Review of upcoming schedule and other updates. Community Development Director Bruce Nordquist stated that the next Planning Commission meeting would take place Wednesday, August 2, 2017, at 7:00 p.m. 7. ADJOURNMENT Hearing no further comments from the Planning Staff or Planning Commission, Chair Melander asked for a motion to adjourn. MOTION: Commissioner Alwin moved, seconded by Commissioner Scanlan to adjourn the meeting at 9:32 p.m. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 19, 2017 Page 6 of 6 Respectfully Submitted, /s/ Joan Murphy Joan Murphy, Planning Department Assistant Approved by the Apple Valley Planning Commission on Tom Melander, Chair Apple„ ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 4.A. August 16, 2017 Public Hearings Description: Pasha Driveway Interim Use Permit fora Secondary Access - PC 17-23-I Staff Contact: Alex Sharpe, Planner and Economic Dev. Spec. Department / Division: Community Development Department Applicant: Mumtaz Pasha Applicant Date: 8/1/2017 60 Days: 9/30/2017 Project Number: PCI7-23-1 120 Days: 11/29/2017 ACTION REQUESTED: Open the public hearing, receive comments and close the public hearing. Though it is the policy of the Planning Commission not to act on an item the same night as its public hearing, staff believes the proposal can move forward if there are no adverse comments received. Recommend approval of an interim use permit for a second driveway not leading to a garage at 13199 Galleria Place to the City Council, subject to the following conditions: 1. Vehicles shall not be stored, or parked on the driveway. The driveway shall only be utilized as a loading/unloading zone. 2. The driveway shall be temporary, and shall be removed prior to the sale of the home by the Pasha family. 3. The driveway shall be constructed in a way that is generally consistent with the site plan dated 8-10-17 attached. SUMMARY: Mrs. Mumtaz Pasha requests consideration of an application for an Interim Use Permit for a second driveway not leading to a garage which is required by city code, at 13199 Galleria Place. The purpose of the driveway is to provide direct access to the basement level of the home for a impaired family member. BACKGROUND: Mrs. Mumtaz Pasha has applied for an Interim Use Permit for a secondary driveway which does not lead to a garage at her home at 13199 Galleria Place. The proposed driveway does not lead to a garage, which is required by ity code section.378 L3. She is doing so to allow Mr. Haroon Pasha to continue to reside in the residence after suffering a debilitating stroke which left him unable to walk or traverse stairways. The driveway will allow access to the basement level of the home, which includes a full bathroom, and is being converted to meet Mr. Pasha's needs. The applicants have agreed to all the conditions listed, and seek to install this driveway as early as possible. A letter from the family providing additional details on why the driveway is needed, and a letter from the doctor are also provided and attached to this report. A drawing attached details an amended plan after working with staff. The total driveway length would be approximately 42 feet long to the property line, 55 feet long to the street, and 12 feet wide. Staff worked with the applicant to shift the driveway to provide distance and protection from the load bearing beam of the 4 season porch, and the home's air conditioner. City staff and the City Attorney determined the best process for this temporary driveway was an Interim Use Permit, rather than a variance. The primary reason for this is due to the nature of the variance being unique to the property. A secondary reason is due to the fact that variances cannot be temporary in nature, whereas an Interim Use Permit often carries a time- frame associated with the use. BUDGET IMPACT: N/A ATTACHMENTS: Map Photo Applicant Letter 13199 Galleria Place Staff Proposal Location Map Site Plan AppValle Y -.wpm 111 toOmil lanip,Onefigra 4 1 roP44,:kr.1.1 e IP. k t- ktioiLitt..WA'N ,�: f z4��►t� fir•14", va-Inripliq lopirril Par* f 4 co MI ‘1• ta Adi f 6iLat,.., 4' pert Wi` or,. fip Ai =1R i err '� IIManS"N7- intA 11.1 ,F, ��«� i��CA 8-10-17 N NN�IIUI) iiiMMMMMMMM iiiii MUMTA2 S. PASHA 13199 Galleria Place • Apple Valley, MN • mumtaz.pasha417@gmail.com • (952) 239-9701 August 1, 2017 Apple Valley City Council Municipal Center 7100 147th St W. Apple -Valley, MN 55124 To Whom It May Concern: My name is Mumtaz Pasha and I am writing to you regarding my request for an interim use permit to build a second driveway from 132nd Street West, which we hope will lead to my walk -out basement. On May 26, 2017, my husband Haroon Pasha suffered a massive hemorrhagic stroke as a consequence of a complication that took place during a corrective surgery that he underwent for advanced Parkinson's disease. Risk for this kind of a complication was extremely low. The stroke has left him severely paralyzed as he is unable to walk, communicate, or partake in the mundane necessities of everyday life. While I am grateful for the progress he has made, I am cognizant that he may never gain the ability to walk again. At the very least, the doctors have indicated that we are in for a long haul. We spent the last two months at rehab centers — including a three-week stint at the best stroke rehab center in the country (in Chicago) — to ensure that Haroon received the best care during the early stage that is critical for stroke recovery. We finally came home last week and are trying to settle into a routine as much as possible. My son spent the better part of the summer remodeling our basement to ensure that it was wheelchair accessible upon our return. I chose the basement as a space for Haroon to live, because it has a full bathroom and bedroom and because of its walk -out access. We do not have a full bathroom on our main floor. 1 request a permit to build this driveway to safely transport my husband to his \yeah- medical appointments and outpatient therapy sessions. I feel a driveway will be especially crucial during the winter months, so be can be wheeled from our basement and into a vehicle in a timely and safe way. I will not use this driveway for anv other purpose and will not store vehicles or other forms of transportation on the driveway. Moreover, I will ensure that the driveway is removed upon selling the house. Thank you, Mumtaz Pasha Rv���� � � m To Whom It May Concern, runuM-[F THE REHABILITATION INSTITUTE or CHICAGO Mr. Haroon Pasha (DOB: 6/12/1947) who resides at: 13199 Galleria Place, Saint Paul, MN 55124, was hospitalized on 5/26/17 after having a stroke. Mr. Pasha was in acute inpatient rehabilitation in Minnesota from 6/10/17-7/3/17 and then transferred to the Shirley Ryan Ability Lab on 7/3/17 for continued acute inpatient rehabilitation. The ciinicai team anticipates Mr. Pasha will still be at wheelchair level upon discharge due to deficits from the stroke including right hemiparesis and hemineglect. Mr. Pasha is also a high fall risk as he is unable to stand unsupported and has significant cognitive communicative deficits. Due to Mr. Pasha's deficits, it is recommended that there be safe entrance to the basement of the home at street level. Ifthere are any additional questions orconcerns, pIease reach outto Inpatient Care Manager, Courtney Schreiner at phone number: 312-238-1128. Dr. Richard Harvey, MD Attending Physician Shirley Ryan Ability Lab Phone: 312-238-1000 ShirleyR\an bffltvficib tL tr"y xek.,5bm3!"°mChic ,c,7o s,a|au.org 35scErie Street, Chicago, ue0a 1 3/2-238'100u/mec'. w°w=°°m�rg, 41 ..i. OOODO ..s. ••! AppVelley ITEM: 5.A. PLANNING COMMISSION MEETING DATE: August 16, 2017 SECTION: Land Use /Action Items Description: Ryan Real Estate Redevelopment - PC17-09-ZCB Staff Contact: Kathy Bodmer, Al CP, Planner Department / Division: Community Development Department Applicant: Launch Properties and Ryan Real Estate Applicant Date: 6/21/2017 60 Days: 8/19/2017 Project Number: PC17-09-ZCB 120 Days: 10/18/2017 ACTION REQUESTED: (If outstanding items of concern have been addressed.) 1. Recommend approval of draft ordinance amending PD -290 to add Zone 5, establish performance criteria, and redesignate Lot 1, Block 2, APPLE VALLEY COMMERCIAL ADDITION from Zone 1 to Zone 5, subject to execution of a Planned Development Agreement. 2. Recommend approval of a Conditional Use Permit for Drive-thru facility in connection with Class I Restaurant, subject to the following condition: An exit sign shall be posted along the west property line directing drive-thru traffic to exit using the south access. 3. Recommend approval of Site Plan/Building Permit Authorization to Construct a 9,000 sq. ft. Restaurant, subject to compliance with all City Codes, the submitted plans, and the following conditions: 1. A nursery bid list shall be submitted at time of application of the building permit that confirms the value of the landscape plantings meet or exceed 2-1/2% of the value of the construction of the building based on Means Construction Data. 2. The owner shall submit a treatment plan for preservation of the existing ash tree on the site or it shall be removed. 3. No sign approvals are given this time. A separate sign permit must be obtained prior to the installation of any signs on the site 4. The pre -order sign is not approved. 5. The northern driveway access shall be designed for right -in enter -only access. 6. Civil plans are subject to final review and approval by the City Engineer at the time of application of the building permit. 7. A lighting plan showing light levels on the site shall be submitted at the time of application of the building permit subject to review and approval by the Planner. SUMMARY: Launch Properties and Ryan Real Estate request consideration of an application for the redevelopment of the Ryan Real Estate building at 14750 Cedar Ave (Lot 1, Block 2 Apple Valley Commercial Addition). The proposed development would demolish the existing multiple -tenant office building and replace it with a 9,000 sq. ft. Class I Casual restaurant with two drive-thru lanes. BACKGROUND: Site Plan: The petitioners propose to construct the 9,000 sq. ft. restaurant on the northwest side of the site. The front entrance will be on the south side of the building. Double drive- thru lanes are proposed to be accessed from the east side of the parking lot, traversing counter -clockwise around the north and then exiting on the west side of the site between Cedar Avenue and the building. The existing driveway access at 147th Street is proposed to be closed. A right -in -only access is proposed to be constructed on Glazier Ave approximately 230' south of the Glazier Ave and 147th Street intersection. A second full access driveway is proposed south of the right -in -only access with a dedicated enter lane, right turn exit lane and left turn exit lane. The required number of parking spaces is calculated based on the number of seats in the restaurant. With 212 indoor seats and 28 outdoor seats, a total of 89 parking spaces would be required; ninety-six (96) spaces are provided. Zoning Amendments Requested: The petitioners seek to amend the planned development zoning district (PD -290, Zone 1) to reduce building setbacks from Cedar Ave from 40' to 20', and parking lot setbacks from Cedar Ave from 20' to 0.' The 147th Street parking setbacks are proposed to be reduced from 20' to 4'. The parking lot setbacks from Glazier Ave are proposed to be reduced from 20' to 10'. Dakota County acquired additional right-of- way (ROW) and trail, drainage and utility easements (TDU) from this property in 2013 to place a monument and landscape feature on the northwest corner of the site. The reduced setbacks from Cedar Ave are needed as a result of the additional easements. Class I restaurants are a permitted use in the zoning district, but drive-thru lanes in connection with a Class I restaurant are currently not allowed. The petitioner requests an amendment to the PD that would allow two drive-thru lanes. The building height is proposed to be increased from 30' to 35'. Lastly, the petitioners wish to paint murals and ghosted signs directly on the building exterior. The PD is proposed to be revised to allow direct painting on buildings and signs above a roofline to achieve an architectural theme, subject to City Council approval. Easements and Setbacks: Dakota County obtained several additional easements from the former Ryan Real Estate property when Cedar Ave was upgraded in 2013. Additional right- of-way easements (ROW) and trail, drainage and utility easements (TDU) were obtained in order to construct the brick entrance monument feature on the southeast corner of the Cedar Ave and 147th Street W intersection (northwest corner of the site). The petitioner is working with Dakota County to request a modification to the easements to accommodate the development. Building Design and Dumpster Placement: Staff identified a concern that the rear, or north side of the building, is visible from 147th Street. The petitioners revised the north elevation to ensure that the building has equally attractive 4 -sided architecture. Staff was also concerned about the dumpster location and visibility from 147th Street. Instead of trying to hide the enclosure, the petitioners propose to make the dumpster wall an architectural feature and to add a special graphic to the north elevation. Additional landscaping is also proposed. Traffic Impacts on Area Intersections: A significant issue related to the redevelopment of the Ryan Real Estate building will be the potential impact to abutting streets and intersections resulting from increased traffic volumes. Currently during peak periods, backups occur when vehicles are waiting at the intersection of Cedar Avenue and 147th Street which prevents vehicles from turning west or left from northbound Glazier Ave. A traffic study was conducted which found that the intersection of 147th Street and Glazier will be impacted by the increased traffic levels resulting from the redevelopment. The petitioners state that any redevelopment of the site would likely increase traffic levels on the surrounding streets. To address the traffic concerns, the City Engineer designed a regional solution for 147th Street that includes modifications to area intersections that should improve traffic circulation. Discussions have begun with affected property owners which may involve restricting access and obtaining additional right-of-way to make improvements. Some owners support the change while others oppose it if it interferes with their access. The following is a summary of the developer's discussions with affected neighboring properties: 1. Merchant's Bank, 14990 Glazier Ave — has a branch bank in Lakeville where a signalized intersection was converted to a round -about. States that intersection performs much better. Supports the round -about. 2. Apple Valley Professional Building, 7493447th Street —listened to the information and expressed openness to discussing the idea in more detail. Stated that hybrid - elongated style round -about would be most impactful to them. In separate correspondence to City, expressed concern over impacts to business as a result of access changes and requested to be kept informed of the project. 3. Wings Financial Credit Union, 14985 Glazier Ave —Expressed concern about 147th St and Glazier Ave intersection and traffic levels today. Concerned that increased levels of traffic projected for this project will have further negative impact on the intersection. Of two round -about designs, prefers hybrid -elongated design. 4. Applebee's, 14678 Cedar Ave -listened to the information provided. Didn't raise objections or concerns. Unclear whether the proposed roundabout design and access changes were presented to them during the discussion. City Staff discussions with neighboring property owners: 1. Cedar Marketplace, 14638 Cedar Ave -- Owners expressed opposition to the idea of extending the center median at 147th Street and Cedar Avenue, effectively removing the immediate eastbound to northbound left off of 147th Street. This turning movement has been a known safety issue since Cedar Avenue improvements were installed. 2. 5 Guys Burgers and Fries, 14658 Cedar Ave -- Owner lives in Chicago and is a Planning and Zoning Commissioner. States that he is not concerned about the competition at the Apple Valley store. But, he warned that off-site overflow parking is an issue which many Chicago communities have dealt with. No further comments after talking with developer and receiving drawing of proposed roundabout. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Background Material Memo Memo Map Plan Set Plan Set Report Exhibit Correspondence Memo Correspondence CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 APPENDIX F BY AMENDING ARTICLE 2, PLANNED DEVELOPMENT NO. 290 The City Council of Apple Valley Ordains: Section 1. The City of Apple Valley official zoning map is amended to re -designate the zoning for the following property from Planned Development Designation No. 290, Zone 1 to Planned Development Designation No. 290, Zone 5: Lot 1 Block 2, APPLE VALLEY COMMERCIAL ADDITION Section 2. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by adding Section A2-2 (E) to read as follows: § A2-2 PERMITTED USES. * * * * (E) Zone 5: Within this zone, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: (1) Any permitted use specified for Zone 1. Section 3. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by adding Section A2-3 (D) to read as follows: § A2-3 CONDITIONAL USES. * * * * (D) Zone 5: Within this zone, no structure or land shall be used for the following use or uses deemed similar by the city Council except through the granting of a conditional use permit: (1) Any conditional use specified for Zone 1. (2) Drive-thru service in conjunction with Class I Restaurant facility, subject to the following conditions: (a) The restaurant facility shall have a minimum floor area of 7,500 sq. ft. (b) The drive-thru service lane(s) shall not impede or conflict with vehicular, bicycle or pedestrian traffic circulation on the site as determined by the City Traffic Engineer. (c) When the drive-thru service facility, including the drive -up window and associated drive lane or queuing lane is located less than 1, 000 feet from a residential or institutional use, the City Council may restrict the hours of operation of a drive- thru service to mitigate any adverse impacts caused by noise, headlights, traffic volume and emissions from idling vehicles. (d) The resulting parking spaces available for the entire site upon the installation of the proposed drive-thru service facilities shall meet the parking requirements set forth in this Chapter unless the petitioner can demonstrate that the resulting parking on the entire site can satisfactorily serve the current and any future uses in accordance with the zoning code provisions. Section 4. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by adding Section A2-4 (C) to read as follows: § A2-4 PERMITTED ACCESSORY USES. * (C) Within this zone, the following uses or uses deemed similar by the City Council shall be permitted accessory uses: (1) Any accessory use specified for Zone 1. Section 5. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by revising Section A2-5 (C)(1) to read as follows: § A2-5. MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS. (C) The following standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so used or improved shall meet the following minimum area and dimensional requirements: (1) Table of minimum area requirements and standards. 2 MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 290 3 Zone 2 Zone 1 "1" Uses All Other Uses Zone 3 Zone 4 Zone 5 Minimum Lot Dimensions Lot area (square feet) 10,000 10,000 130,000 10,000 10,000 10,000 Lot width (feet) 100 100 150 100 100 100 Minimum Building Setbacks Along principal or minor arterial streets (feet) 40 40 60 40 40 20 Along all other streets (feet) 30 30 60 30 30 30 Side lot line (feet) 10 10 10 10 10 10 Rear lot line (feet) 20 20 20 10 20 20 Abutting R district (feet) 20 -- -- -- 20 Minimum Parking Setbacks Along principal or minor arterial streets (feet) 20 1 20 15 20 5 0 Along community collector streets 20 20 15 20 5 4 (feet) Along all other streets (feet) 20 20 15 20 10 20 Side or rear lot line (feet) 5 5 5 5 5 5 Abutting R district (feet) 10 -- -- -- 10 _ Maximum Building Coverage Coverage of lot (percentage) 20 20 30 20 20 20 Maximum Building Height Maximum height (feet) 30 30 45 30 30 35 If all minimum setbacks are increased by ten feet (feet) 45 45 -- -- -- 45 If minimum setbacks are increased 1% feet for every one foot over 30 feet and a minimum building separation of one-half times the combined height of adjacent building faces is maintained (feet) -- -- -- 100 -- _ Minimum Retail Floor Area Initial building (square feet) -- -- 20,000 -- -- _ Dwelling Unit Density/ One or two story -- -- 3,960* (11)** -- -- Three or four story -- -- 2,720* -- -- _ 3 (16)** Sign Setbacks Along principal or minor arterial streets (feet) *** *** *** *** 5 *** NOTES TO TABLE * Square feet on land per unit. ** Units per acre. *** As required in Chapter 154 of the City Code, Sign Regulations 1 The parking lot setback may be reduced to ten feet when the one-half right-of-way dedication of the principal or minor arterial street is a minimum of 90 feet. Section 6. Apple Valley City Code, Chapter 155, Appendix F, Article 2, is amended by adding Section A2-6 to read as follows: § A2-6 Special Performance Standards (A) In order to ensure quality building and site design within this planned development, special standards are necessary. These include regulations governing building design and materials, landscaping, and signs. (1) Building design and materials. (a) In Zone 5, the City Council may allow exterior building treatments, such as murals, branding artwork or signage painted or applied directly on the building exterior surface or signage above the roofline to achieve a signature architectural treatment and theme. Such exterior architectural treatments shall be identified and approved by City Council and shall not be revised without City Council approval. Section 7. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. , a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 8. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 9. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 10. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this th day of , 2017. 4 ATTEST: Pamela J. Gackstetter, City Clerk 5 Mary Hamann -Roland, Mayor CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 APPENDIX F BY AMENDING ARTICLE 2, PLANNED DEVELOPMENT NO. 290 The following is the official summary of Ordinance No. approved by the City Council of Apple Valley on , 20 . Apple Valley City Code, Chapter 155 Appendix F, Article 2 governing Planned Development Designation No. 290 is amended to add Zone 5. The permitted uses in Zone 5 are the same permitted uses specified for Zone 1. The conditional uses in Zone 5 are the same conditional uses specified for Zone 1; a drive-thru in conjunction with a Class I Restaurant is added as a conditional use to Zone 5. The permitted accessory uses in Zone 5 are the same permitted accessory uses specified for Zone 1. The amendment further sets forth setbacks, area standards and requirements and special performance standards are established for Zone 5 related to exterior building treatments. Lot 1 Block 2, APPLE VALLEY COMMERCIAL ADDITION, addressed as 14750 Cedar Avenue, is re- designated from Zone 1 to Zone 5 of Planned Development Designation No. 290. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 - 147th Street West, Apple Valley, Minnesota 55124. Ryan Real Estate Redevelopment PROJECT REVIEW Existing Conditions Property Location: 14750 Cedar Ave Legal Description: Lot 1 Block 2, APPLE VALLEY COMMERCIAL ADD, SUBJ TO PAR 5 DAKOTA CO R/W MAP 180 & SUBJ TO PARCEL 114 DAKOTA CO R/W MAP 324 Comprehensive Plan Designation C -Commercial Zoning Classification PD -290, Zone 1 Existing Platting Platted lot of record subject to Dakota County Right-of-way Acquisitions Current Land Use Multiple -tenant office building Size: 2.0 acres Topography: Flat Existing Vegetation Urban landscape. Other Significant Natural Features N/A NORTH Across 147th Street — Applebee's Restaurant Comprehensive Plan C -Commercial Zoning/Land Use PD -290, Zone 4 (Neighborhood -oriented retail) SOUTH Metro Dental/Merchant's Bank Comprehensive Plan C -Commercial Zoning/Land Use PD -290, Zone 1 EAST Across Glazier Ave — Wings Federal Credit Union Comprehensive Plan C -Commercial Zoning/Land Use PD -290, Zone 3 WEST Across Cedar Ave — Bank of America Comprehensive Plan C -Commercial Zoning/Land Use RB -Retail Business Development Project Review Comprehensive Plan: The Comprehensive Plan guides the development of the site for "C" (Commercial) uses. The vision for northeast quadrant of Cedar Avenue and County Road 42 has historically been professional office uses with limited retail uses to serve the office buildings. A restaurant is consistent with the C designation. Zoning: The property is zoned PD -290, Zone 1, which allows limited business uses including professional offices, banks, civic centers, nursing homes and limited retail. A Class I (full service) restaurant is a permitted use in Zone 1. The property owners wish to amend the PD zoning to address the following: • Allow two drive-thru lanes in connection with a Class I restaurant as a conditional use when the restaurant is a minimum of 7,500 sq. ft. and additional performance criteria are met. • Building setbacks from Cedar Ave reduced from 40' to 20' • Parking setbacks from Cedar Ave reduced from 10' to 0' • Parking setbacks from 147th Street reduced from 20' to 4'. • Parking setbacks from Glazier Ave reduced from 20' to 10'. • Allow signs and murals to be painted directly on the building. • Allow a water tower feature with lettering above the roofline. Staff recommends that a new subzone be established so that the setback provisions and other performance requirements will not extend to or impact all of the properties in Zone 1. Zone 5 would be established to address the specific issues related to this site and its unique constraints. The petitioner also requests consideration of amendment to the PD ordinance that would allow a pre -order board in addition to a menu board. Staff recommends not approving this request at this time and instead has encouraged the petitioner to request a sign variance. This will allow additional time to study the impacts of allowing this change. More discussion under Signs. Preliminary Plat: The property is currently platted. No platting of the property is proposed in connection with this project. Site Plan: The existing access on the northwest comer of the site abutting 147th Street will be removed. On Glazier Ave, two access points are proposed: a right -in only enter -only access and a full access with two painted exiting arrows to encourage exiting to the south. The 9,000 sq. ft. building is proposed to be located on the northwest comer of the site, close to Cedar Avenue, and will be served with double drive-thru lanes wrapping around the north and west sides of the building. A total of 96 parking spaces are provided on the site. At 212 indoor seats and 28 outdoor seats, a total of 89 parking spaces would be required. The garbage enclosure is shown directly east of the building. Staff requested that the enclosure be relocated to the south side of the site to make it less visible from 147th Street. The petitioner proposed to make the north wall of the enclosure a feature rather than trying to make it invisible. A special graphic was created that highlights the City's "Plant, Grow, Prosper" economic development theme. Staff supports the idea. Staff raised a concern that the building architecture was not consistent with the City's code requirement that all four elevations must have equally attractive architectural features. The petitioner modified the north elevation adding false bricked windows and other architectural features to ensure the north elevation did not look like the back of the building. Adjacent intersection impacts: See Street Classification/Circulation. Easement encroachments: The City Attorney has opined that the trail, drainage and utility (TDU) easements run in favor of Dakota County and not the City and that, therefore, the City should not be enforcing the terms of the easements. The petitioners are working with the County to see if some of the excess easement could be returned to the property. Grading Plan: The grading plan was reviewed by the City Engineer and his memo is attached to the staff report. The site is proposed to be scraped, but no significant changes to the site elevations are proposed. The building elevation was raised by one foot (1') to improve site drainage and the sewer elevation. The final grading plan is subject to review and approval of the City Engineer at the time of issuance of the building permit. Elevation Drawings: The exterior building materials are proposed to be precast panels, thin brick inserts, and hardi-plank lap siding. The building is 30' tall which meets the maximum height requirement of 30'. A water tower feature appears to be taller than the building. Staff proposes to increase the allowable height to 35'. The north elevation of the building was revised to address staff's concern. Landscape Plan: The value of the landscape planting must meet or exceed 2-1/2% of the value of the construction of the building based on Means Construction Data. The petitioners have provided a preliminary calculation of a landscape budget of $44,955. A nursery bid list will be required at the time of application of the building permit that confirms that the value of the landscape plantings meet or exceed the 2-1/2% requirement. Hardscape, such as edging and rock, and sod do not count towards the landscape budget. Irrigation, statuary, and other architectural and artful treatments my qualify toward the landscape budget. Additional trees and small plantings were added to the landscape plan to enhance the overall site appearance. Municipal Utilities: Utilities are available at the site. No extension of utilities is needed to serve this development; only connections to existing service lines will be needed. Domestic and fire water service lines will be required to be split outside the building. Street Classifications/Accesses/Circulation: • Cedar Avenue (Principal Arterial Street) — 90' half right-of-way with additional right-of- way easements obtained for community entry monuments at Cedar and 147th Street. No access permitted or proposed. • 147th Street West (Minor Community Collector) — 40' half right-of-way. The existing drive access onto 147th Street will be closed in connection with this development. • Glazier Avenue (Local) — 30' half right-of-way. The petitioner conducted a traffic study which has been reviewed by the City Engineer. The restaurant is expected to generate 412 driveway trips during the mid-day peak and 198 driveway trips in the evening PM peak. The redevelopment's potential impact on adjacent intersections including Cedar Ave/147th Street intersection, and the 147th Street/Glazier Ave intersection is a significant issue that is being analyzed in connection with this project. Levels of Service (LOS) ratings are used by traffic engineers to analyze intersection operations and wait times and range from A (the best) to F (the worst) level of operation. Today, traffic levels operate at a level C at Cedar Ave/147th and C at 147th/Glazier during the PM peak. Adjacent property owners have stated that they are not happy with how the intersection functions today and that changes are needed. The traffic study reviewed conditions after redeveloping the site and then examined future conditions in 2030. After the redevelopment is completed, the LOS in 2018 is expected to be C in both the PM peak and mid-day peak for Cedar/147th Street. Northbound lefts at 147th Street and Glazier decline to a LOS D in both the mid-day and PM peak. By 2030 the Cedar Ave/147th Street intersection is operating at a C in the mid-day peak and E in the PM peak, while the left turns northbound on 147th/Glazier are operating at a C in the mid-day and D in the PM peak. Pedestrian Access: A pedestrian connection is provided through the site from Cedar Avenue to the front of the building (south side) and continues east out to Glazier Ave. The plans were revised to provide a landscape island for a pedestrian refuge in the center of the site as requested by the City Engineer. Public Safety Issues: None identified. Recreation Issues: None identified. Signs: No sign approvals are given at this time. No signs may be installed prior to the issuance of a permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. The preliminary sign plans show the use of a pre -order board. No pre -order boards are permitted. Restaurant sites that have two drive-thru lanes are allowed two menu boards not to exceed 36 sq. ft.; otherwise one menu board at 50 sq. ft. is allowed. The petitioner would like to install a 15.3 sq. ft. pre -menu board in addition to a 37 sq. ft. main menu board. The Planning Commission discussed menu boards in detail when the sign code was amended to allow two menu board signs on sites with two drive-thru lanes. The City has been very strict with signs. The sign code does not allow pre -menu board signs at this time. Staff suggests that this item not be included in the PD ordinance amendment, but that the petitioner be directed to make a sign variance request for the second sign. Under that process, the petitioner could explain the unique hardship on the site that makes the pre -menu board necessary. As with any sign variance, staff is concerned that other fast food operators would also like to install pre -menu boards. Staff is not ready to address this issue until further review is conducted. Public Hearing Comments: 1. Resident who lives on Dunbar Lane states that he is a resident of Apple Valley and was excited to hear that Portillo's might locate in Apple Valley. Expressed support for the restaurant. Staff response: Comment noted. 2. How will overflow parking be handled? If there are 35 to 45 employees working at one time, only roughly 60 parking spaces are available for customers. Staff response: The petitioners indicate that the number of parking spaces provided on the site is sufficient for the restaurant. The "new restaurant" phase is expected to require off-site parking of up to 30 spaces. However, the petitioner states that the spaces will only be needed for a few months. Staff would like to see a parking analysis or study that substantiates this statement. 3. Concern that traffic would cut through Wings parking lot to reach the roundabout. Staff response: In the case of a significant delay, some Portillo's customers may try to find an alternate route to bypass the backup at 147th St and Glazier Ave. While it seems unlikely, a frustrated impatient driver might try to find an alternate route. However, significant delays are not expected once the 147th Street traffic improvements are made. If traffic is flowing smoothly, significant delays at 147th St and Glazier Ave are not expected. The traffic engineer is asked to provide additional comments. 4. Concern that the proposed development will generate high volumes of traffic. Believes additional analysis is needed to ensure this development will not negatively impact adjacent properties. Staff response: City Engineer to address in his memo. ••• •••• ••••• •••• ••• City of Apple11 MEMO Building Inspections TO: Kathy Bodmer, Planner FROM: George Dorn, Building Official DATE: August 9, 2017 SUBJECT: Portillo's • Separate sign permits are required. • SAC determination is required from Met Council prior to permit issuance from the city. • Submit plans to the Department of Health if food is being served prior to permit issuance from the city. • Hard Copy of Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site. • 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. ••• •••• ••••• •••• ••• CITY OF Apple11 MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, City Engineer DATE: August 10, 2017 SUBJECT: Ryan Real Estate Redevelopment at 147th and Cedar Avenue Kathy, The following are comments regarding the Ryan Real Estate Redevelopment Preliminary Plans dated August 8, 2017. Please include these items as conditions to approval. General 1. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing e. Construction and temporary parking 2. A Public Improvement project will be required for the recommended transportation/traffic improvements on 147th Street and Glazier Avenue. See additional memo from SRF regarding the review ofthe traffic study as provided by applicant. a. The recommended improvements include: i. Converting the intersection of 147th Street SW & Glazier Avenue (south) to a 3/4 access intersection where the NB left turn movement is prohibited. ii. Reconfigure Glazier Avenue at 147`hwith raised median and striping to provide only one approach lane (right turn lane). iii. Construct a roundabout at the intersection of 147th street SW and Glazier Avenue (north) iv. Construct a raised concrete median between Cedar Avenue and Glazier Avenue (south) along 147th street. This would prohibit all left turn movements in and out of the Applebee's driveway access. 3. Encroachment into the Trail Drainage and Utility (TDU) easements along 147th Street and Cedar Avenue will require the applicant to reimburse Dakota County at current market value or acquired easement costs paid whichever is greater due to the use of federal funds for the easement acquisition, landscaping and irrigation. A federal fund repayment process would be required for any encroachment. 4. An underground infiltration system construction and maintenance agreement will be required as part of the development agreement. 5. Additional Road Easement and/or ROW would be required in the NE corner of site to accommodate public roadway improvements as recommended on 147th 6. Additional review by Dakota County Transportation may be required. Permits 7. Provide a copy of the executed Minnesota. Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and Industry and any other required permits. 8. A right of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit (NRIVIP) will be required prior to any land disturbing activity commences. Site 10. An existing sidewalkcurrently exists connecting to the property to the south. No future connection is shown on the plans. Please clarify is sidewalkis to remain or be removed. Grading, Drainage and Erosion Control 1. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 2. Final Grading Plans shall be reviewed and approved by City Engineer. 3. Final Storm Water Management Plan shall be reviewed and approved by City Engineer. Sanitary Sewer, Water Main and Storm Sewer 4. Final locations and sizes of Sanitary & Storm Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 5. Domestic water and Fire service shall be split outside the 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. 6. Provide details of the proposed Storm Tech system on the plans. Utility plans should clearly show Storm tech layout to ensure light poles and other obstructions are not in conflict. Landcape and Natural Resources 1. Final locations and sizes of trees and landscaping shall be reviewed with the final construction plans and approved by Natural Resource Coordinator. 2. The 13 existing elm trees in public right-of-way along Cedar Avenue and 147th Street W shall not be impacted by construction, parking, or deliveries. If damaged a 2.5" caliper replacement shall be required in addition to the proposed re -plantings on the property. 3. There is one (1) ash tree shown to remain on Glazier Avenue. It should either be treated "pre-emptively" for EAB or remove it now to avoid future removal. It is located in an area that is already infested with EAB. UPPER 146 H f, e C gri 111 INS w U 0 z w 0 C 147TH ST W C c • 411.111Q 0 z 148TH ST W 149TH ST W c DR z J U 0 z z w 0 c FRONTAGE RD c Ala•Y_1.._VAZ 0 U MD iiiiGLAZIER AVE RYAN REAL ESTATE REDEVELOPMENT COMPREHENSIVE PLAN MAP 7F-.,.5-0, v,.."-. a -cal 41. 1 wiNal k11-:matirforwri, fi;-M0s -Wilk 1W1,91/44141% ��0. 11 _sArifakylifi I■w.VI _itralx.pi Arl mokwill :� Ji , t.t.. 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WOONHOH-ATI WIN MMM L614S49-199 3N0Hd 41199 N W Invd 1S 'N8£Z auras '1S3M 311N3AV AlISH3AINf1 0992 ONI 'S3IVIOOSSV OM/ NHOH-A3l1A11,1 L10ZOO UJOH (((AIw!M Fts5 .ON on LL././.31va NW NVw,aanm 'W NVlae •V10S3NNIW 30 31VLIS 3H13o SN1Vl 3H12i30Na a33N10N3 IVNOISS330ad a3SN3011 Alaa V WV 11VH1 Aa OaNavNd3aI/d asva10aAoW Nao3u0vof3"33dWs 'NVId SIH11VH1 Ad11a30 A83a3H I M8'. AEI a.a3Ho 8V'M3'f 8 A8 NMVaO M3'f 8 A8 a3ND'S. NMOHS SV Sivas ,oz/Lo/go 3,0 0C L' V900,4109 L 1031'021,1 HH)I NV1d 2DVNIVIa aNV JNIaV D NW `A311VA 31ddV S3I1213dO Jd H)unV7 o z � 0 PROPOSED MANHOLE PROPOSED CATCH BASIN 1 PROPOSED STORM SEWER A PROPOSED SPOT ELEVATION 0 0 0 0 0 0 u) L u7 Om if W d d W J PROPOSED STORMTECH SYSTEM GRADING PLAN NOTES I li FoWza Hi ozaz ¢zpWF�Q ¢ wU'� O �x tom O w� m Z� ut,,, W O OW O � j F O W N¢ Z Q p Q m U ui Z W ma' UK WWW Q LI _ Z P _Ou)m pii > a G7 Q QU� ULLw o p Dui wW� �z �Nzoz w ��U OFC7 ¢ 4WUZ QO F Om x N K t' F d' a QmF w0 Q >—U Q�doLL¢xzwmo��¢m¢ox _owp��wzoao�my 0m NmZ Q FQ W O W Z tWFN mN m = D O N LLZ O W O F�w���°a��WOz ii °b oW�acooHg ZiwWiw�LHz�m°� m ab � o°�woF °��oSaoH ri 1:141 `n¢aLLJo¢� � o°W rwn �m Noi`�uiLLoW~°�zw� H H rr oto aWj OZm JW aQONN �tq� Ov p x�� wm¢w rn o �wz¢moinili ZlqOL'gI❑w Hi OLLo HN 1,4p'E==�¢U=p �z� w ¢ F � � o > ¢ � � fill � m �' z ¢ m = rn z � H II W�waw ¢�")m mN wo ¢oa FO aQ oY o�xatnQO>Y¢ZQQ W mF>�OO_ g limm�XQwc ~OFx�wymop wamWpZW W Zz O D°w x0 OF 1:1 aOz F F F � x W (9 w m ~ Z F— K UUC7UV¢N DO QVQzQQQQO QF FQrr !),H O LLK—KKKK mW K��KW�U�����m[7a¢w��w❑C7_LL��� W z Z� Z U m � W U> Z Z� ¢ m � � W ° ZF a 00 O�ON xwxX¢ O Ow b �x Ox ¢m U� m U4ZUO Nx�wa � ^cn �m m=om Utz cn� BLE 0b / \\ E H 00 W Z � O L1J U � Q � Q' 2 Q � W V Q Z �w w¢ EGATE 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE z c7 Z .g, O a Z ~ a d U d W OJ m1111[W F Q U Z Z � Z Z QFUwo O W m(7F�Z�~WWtY�m¢�� N O O Z O p ZFW> ?WQOZ =OFW OW1F Ommw WN Z OW �Z�QU p¢�¢w w¢wU Im FZZ 1¢ N ;1'j aOOUU]OW �oaa ���° ;zaoJ�wo3��QOmYW�� W U FZ� K�OW�Op O F HI JJUOF a W¢�� Q WW Zilq �mWa w °��°Qa3�OmOZ A m00 z¢a¢�� O O ��ZZW QOF xDO QO °)LHt7o z z � m� m � LL ¢ a � U U d o CURVE NUMBER SUMMARY w Q PROPOSED SITE 0 Waw a p � a O O aN� z Fa w¢'s zw° W w a p N mW waz Z W w a U C7 � F N U F ° U Z vi // NOIIOflHISNOO cJOd _ON - ) HVNIW1-12 1d W W Z U¢ Z � O � Q W O Z L � 1i O O � H CJ J � � a zw J � Q J Q ° W C7 = W U � � U W0U W O v W W o � O Q Q W g O DRAINAGE SCHEDULE LTJ �o s. � F � F K U u�i a Z � z d'' Z � W � z d'' Z � z d'' Z � W � z d'' xm Eli' m' z Z � W � z � Z � W � z � xm •=' Z � z d'' Z � W � z � F Q U Z 0 M` O � � W — 946:31 1 Oa U r v� LL w - I \ 'r 8. In to � i N -�] W W Jll L /• o W 9'846.31 Z1,96.32,1 LLL W �. ]nN AV ilb0]0 V AVMOVO, S1oNIA,118 ZOS631 6 £S6 3a a�ti�n�i coo�U�o W err rnrrwrnrrr t j= W H H W W ti X Z Uw»a�U`VO =`°�zzaulQaQ ��cnza °maw �W Oa �tnw (£Z ON •H•v•S•a) 3nN3Av HVC13o ° _ ` z � � OU WdLI.-17 — LLOZ `LO 1,16,V 6Mp•NV1d 30VNIV/C CNV ONICV/ O•//\s/ /Suold\CVO\u6/sa0 /\,\V 1opaO puo y1L-17l — Aa111,/ alddd\S311213dO/d HONld3\A3O1 A8 31Va SNOISIA. •ON f'b'8 L/80/c0 M31., ,110 2,103 mnSS1 MW8 L/oz/90 M31A.A110?103mnSS1 MW8 L/Lo/Lo S1N31AIW00 A110 SS.CCV 01 'A. MW8 L l/ Lz/Lo NV111W8nS 11W?J3d ON18WnId MW8 L / Lo/so S1N3ww00 S01111Kd •00V 01 'n3?J MW8 L/Lo/80 S1N3WW00 A110 SS3,100V 01 'A. WOONHOH-ATI WIN MMM L614S49-199 3NOHd 41199 N W Invd 1S 'N8£Z auras '1S3M 311N3AV AlISH3AINf1 0992 ONI 'S3IVIOOSSV OM/ NHOH-ATI VIIN L10Z OO UJOH (((AIw!M f l l£5 '0Non L loz/zo/ao NW Nvw3aanm 'w Nvlae ,LOS3NNIW '° 31V15 3H1 H0 SN1Vl 3H1 HAlaNa a33NION3 IVNOISS330ad a3SN30n Alaa V WV 11VH1 ONV II/dIt SlO3?Jla AWa30Nn"3W Aa a3avd3ad svM laod3a ao Nouvol33ds 'NVId SIH11VH1 A311a30 A83a3H I M8'. AEI a.a3Ho 8b'M3' 8 A8 Nmv. M3'f'8 Aa a3NOIs3a NMOHS SV Sivas LLoz/Lo/go 3,0 0C L' L.900 174109 L 1031'0,1d V.1 NV1d NW `A311VA 31ddV S3I1213dO21d H)unV7 0 z 0 ■ EN O S—♦A U W W ❑ ❑ W U Z � O L7 = 0_ a w w ❑ z w � H W W U) U) 22 CL d STORMTECH SYSTEM � W � m z w LLo =F h ~W=¢Oo Wp z z w o o J w w O o vi Jw�¢o� Q p¢ � z om�oQ w a� w F m ¢ W m F z ILI � rn a �� °LI mfn�O F ¢ F W W Z m m Z z Q I!)LLP xO zOF LLF jimiLdw—L'IuP F)� �Wd�mjgp Iw� �'¢o N.�� zU a�¢ w ao �a w�FO~F z�~ >¢ aas —L'Iz 0 J LL ¢p OW 3 ow ¢¢o Lj D Np z JZOwQO dog N w N LLLLpU �¢�dm w xOF Z❑ �ZmF--. (9 N W S N LL ldd�'¢ LLo��via = mea wF ¢ cniZawa � mom w w z ma =�� W m fnmZ�Zo fn Ofn� YZ Z V ZO W= JU ¢ J¢ W ¢ m � m W m F F a w Q __ x ~ W z W O F 7 w U F¢^ x ¢ F U_ J z m m m o a w O F a '� F O x of ¢ w¢¢v mUOUac� o o caz3 zm ¢ ax w awwwa �aWorra w�� �a H ¢J maa�a ¢�O LL'zm ¢OxOzj¢ o ¢— Oo w o WMNmz xwzw¢o U Pp! x� m o � � ���Nw.m ��� � F!U ZNW F Jg OF ZJL U p¢ Z F Lx I ZUOF �orno�� � �¢� v w�� z~ LLa Faaa� W¢¢¢�z ��� I illilli o�WZ¢ mJW F Z Q O Q JFw!h �m �ar9 I! 21. ALL SANITARY SEWER LINES SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. NOIIOflHISNOO 0d _ON - �lbb'NIW1�32�d a W W wnlz acn— z Z_ W ca> cw �w w 1 U(7 � F m N F Q � U O ;40 O 7n_d\nn_d\__ _\ 70 �\ 19b6 31 ObS63a O O O O CONNECT TO EXISTING STUB FIELD VERIFY ELEVATION 1 qm, EHII woo on—woo on—woo on—woo nn—won- —on—wo � W On—wo, —� P -UG ° oP UG ° Po UGa P UG ° P -UG GAS c7w Z U mm O U F Z F � W U Z — Z Z O � U � ——S8b6:31 —�-- 4_ Z'bS6 3a V (£Z 'ON 'H'V'S'O) 3f1N3AV HVCI30 6',7663: wdtiZ S — LLOZ `LO 1sn6ny 6Mp•Nd1d 5 1l5 001\S/ 0)S- d\000\u50)Q 0\any Jopa0 puo 0 L5L — lddd\S311213dOSd HONld1\A101 ONIIVN W00'NHOH-A3l WIN'MMM L614S49-199 3N0Hd 41199 N W Invd 1S 'N8£Z auras '1S3M 311N3nV AlISH3nINf1 0992 ONI 'S3lVIOOSSV OM/ NHOH-ATI VIIN L10Z OO UJOH (((AIw!M AlS AEI 0.10.0 JHN A8 NMVS0 All A8 °ENID'S. NMOHS SV MVOS LLOZ/ LO/g0 31V0 6'800,L09l 1031'01d VH)I NV1d 2dVOSCINV1 NW `A311VA 31ddV S3I1213dO21d H)unV7 8 z � L()] LANDSCAPE REQUIREMENTS PROPOSED „ W �W , a W w ro N REQUIRED , rn , � i W m � v CODE = ¢Urn Q a O w J =0_ ¢jam ���w id¢¢ PH ath NILL'e, QmQ�wv W=J=m ¢_� ¢ U O w� ��~ W(n ii6 z� L(7 o_c�i iiz � Q w m Q � ZO iiujz �m JQ ILI ILLi',4 W ;',Ici: JZ = U� � (n 4 W 1,4J qq' iil dJQ mj i'`,;2] o Hig ❑ Q J N HHUJ 000 �Um� � bC7mL� w H awOw= Qmz�z0 H¢=W� IL° !Li �¢ !I ch4.ii, z0�%L.,, Q HQ��!L crap ❑ W �S0iiid uil�ao'�� �Q PLANT SCHEDULE Q U N ¢ U ¢ U U O U O U O U O U O cam] U O U O O U m m O U O U O U O U O U O U W Q Z } AUTUMN BRILLIANCE BOULEVARD LINDEN W Q Z DWARF BUSH HONEYSUCKLE ANNABELLE SMOOTH HYDRANGEA IROQUIS BEAUTY BLACK CHOKEBERRY LIMEGLOW JUNIPER FOX! PAVEMENT ROSE BOTANICAL NAME AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE ACER MIYABEI'MORTON' TM ELT'S OCCIDENTALIS GYMNOCLADUS DIOICA'ESPRESSO' TILIA AMERICANA 'BOULEVARD ULMUS AMERICANA 'VALLEY FORGE' BOTANICAL NAME DIERV ILLA LONICERA HYDRANGEA ARBORESCENS'ANNABELLE ARONIA MELANOCARPA 'MORTON JUNIPERUS COMMUNIS DEPRESSA'AMIDAK JUNIPERUS HORIZONTAL'S'LIMEGLOW MISCANTHUS SINENSIS'PURPURESCENS ROSH RUGOSA'FOXI PAVEMENT' TAXUS X MEDIA 'TAUNTON!' N ti r c� ❑ U` ❑ U O U O U O U O O U O U O U O U O U W Q z O U STELLA SUPREME DAY LY PURPLE D' ORO DAYLILY WALKERS LOW CATMINT HEMEROCALLIS X 'STELLA SUPREME' HEMEROCALLIS X'PURPLE D' ORO HEMEROCALLIS X'RUBY STELLA' NEPETA X FAASSEN!!'WALKERS LOW ti ❑ LANDSCAPE NOTES c7 W ¢ mz W C7 J Q ❑ W O m m Z ❑ Q �Q> zwa oL° zp¢ ¢ Z � Y W � U > W 0=� }JO � W = ¢O Z mmc� Lm Wz zw= U OJ¢ Q ¢ m Ft! Z = H � W W W W W Q ~ U Q W W > OaJ Z m ❑ OS m p ~ O W Q Z Linz W Z W 0_ U Ui"O 111 � S S OJT U ¢ � J � m =(n Q mm� J � Z wm� ¢ ❑ W zgo Qw0 aQz 2. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 3. INSTALL PLANT MATERIALS PER PLANTING DETAILS. 5. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF 11AL, AND SHRUB BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. REF 10. INSTALL 4" DEEP DOUBLE NOIIOf HISNOO c 10d _ON - A IVNIW1-12 1d w lL W U Z `) W mw ¢O � \ � V1 N O V U W J ` L 2 0 U m d9 z Q ¢ Z Ch a d O W U U W U 0' O U W' ¢ Oz O OOD BARK MULCH RINGS AT SHRUB PLANTING AREAS WITH NO MULCH IN DIRECT CONTRACT WITH SHRUB STEMS. 11. INSTALL 4' DEEP DOUBLE ❑ T W U Z(n � Q LLI W Z = P=1 H S � m O ~ W Y W LjOu) ❑ � COQ � Z � � Z Z ¢o¢ zma �Oz ❑ H W PI p�U W S � LIm o¢� Qac pUcn crap � � Q ¢ w O ¢ U W W L¢i Q ~ � W �U) ¢ Z W zOa Q� w a H wz =U � W ❑Op m=r Z � J O�— � O m OmaO � m zmz U W Or 0=U =z� 111 0 z 0 1 Lud-17Z:S — ZLOZ `LO }sn6ny 6MP NV1d 3dV SCNV1 O'l1\s} .-1Suold\CVO\u6! 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F NCC\EFRS N LANt' kS D FSIGNERS To: Brandon Anderson, PE, City Engineer City of Apple Valley From: Matthew Pacyna, PE, Senior Associate Tom Sachi, PE, Senior Engineer Date: July 12, 2017 Subject: Portillo's Traffic Study; Apple Valley, MN Introduction Memorandum SIF No. 01710517 SRF has completed a traffic study for the proposed Portillo's restaurant development in the southeast quadrant of the Cedar Avenue/ 147th Street intersection in the City of Apple Valley (see Figure 1: Project Location). The proposed development would replace an existing single -story multi -tenant office complex that is currently on site. The main objectives of this study are to review existing operations within the study area, evaluate transportation impacts of the proposed development, and recommend any necessary improvements to accommodate the proposed development. The following information provides the assumptions, analysis, and recommendations offered for consideration. Existing Conditions Existing conditions were reviewed to establish a baseline to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes driveway/intersection turning movement counts, field observations, and an intersection capacity analysis. Data Collection Peak period intersection turning movement counts were collected at the following locations the week of March 27, 2017 during the weekday midday and p.m. peak hours: • 147th Street and Ryan Development/Applebee's Driveways • 147th Street and 7493 147th Street Driveway • 147th Street and Glazier Avenue (West) • Glazier Avenue and Ryan Development Driveway • Glazier Avenue and Bank/Wings Financial Driveways Historical traffic volumes previously collected by MnDOT and Kimley-Horn and Associates, Inc. at the Cedar Avenue/ 147th Street intersection were reviewed and modified to reflect existing (year 2017) conditions. These counts were modified based on the March 2017 counts collected along 147th Street. ONE CARLSON PARKWAY, SUITE 150 I MINNEAPOLIS, MN 55447 763.475.0010 .SRFCONSULTING.COM 147th Street wi Project Location Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 1 Brandon Anderson, PE, City of Apple Valley Portillo's Traffic Study July 12, 2017 In addition to the intersection and driveway counts, average daily traffic volumes were collected along 147th Street (east of Glazier Avenue) and Glazier Avenue (south of 147th Street) for a one-week period between Thursday, March 23, 2017 and Wednesday, March 29, 2017. The purpose of these counts was to identify how traffic volumes change by the time -of -day, as well as by day of the week. The collected daily traffic volumes for each day of the week are summarized in Figure 2, while the average weekday and Saturday hourly traffic volume profiles are shown in Figure 3. Figure 2. Daily Traffic Volumes Vehicles per Day 12000 10000 8000 6000 4000 2000 0 Sunday Monday Tuesday Wednesday Thursday Friday Saturday • 147th Street • Glazier Avenue Figure 3. Hourly Traffic Volume Profiles (Weekday and Saturday) Volume Per Hour 1000 900 800 700 600 500 400 300 200 100 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cv ri N m ern ifl N 00 C o ri 147th Street Weekday Glazier Avenue Weekday • • • ♦` • cL CL CL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N ri N m ▪ �n l0 N 00 C - ---- 147th Street Saturday - ---- Glazier Avenue Saturday Page 3 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study The data collected along 147th Street indicates that average daily traffic volumes are relatively steady between Monday and Friday (approximately 10,000 vehicles per day), with volumes lower on Saturday and Sunday conditions. Volumes along 147th Street peak on weekdays during the late afternoon/evening period (approximately 4:00 p.m. to 5:00 p.m.), but are relatively consistent between 10:00 a.m. and 6:00 p.m. Saturday volumes along 147th Street peak between 11:00 a.m. and 1:00 p.m. However, the magnitude of the peak weekday and Saturday periods is generally similar, particularly during midday conditions. On Glazier Avenue, average weekday daily traffic volumes are near 3,100 vehicles per day. The peak weekday and Saturday periods along Glazier Avenue are consistent with the data collected along 147th Street. In addition to the traffic data collected, observations were completed to identify roadway characteristics (i.e. roadway geometry, posted speed limits, and traffic controls) and driver behavior within the study area. Cedar Avenue, a principal arterial, is primarily a six -lane divided roadway immediately adjacent to the proposed development, while 147th Street, a minor collector, is a four - lane undivided roadway. The posted speed limits along Cedar Avenue and 147th Street are 45 miles per hour (mph) and 30 mph, respectively. The Cedar Avenue/147th Street intersection is signalized, while the remaining intersections are side -street stop controlled. Existing geometrics, traffic controls, and volumes are shown in Figure 4. Intersection Capacity Analysis An existing intersection capacity analysis was completed for the weekday midday and p.m. peak hours to establish a baseline condition to which future traffic operations can be compared. Based on the data collected, the weekday midday peak period is relatively similar for the Saturday midday peak condition. Therefore, only the weekday midday peak period was reviewed. The a.m. peak hour was not evaluated since the proposed development is not expected to be open during that time and area traffic volumes are lower than the midday and p.m. peak periods. Study intersections were analyzed using Synchro/SimTraffic (Version 9). Existing signal timing data was obtained from Dakota County and included in the capacity analysis modeling. Capacity analysis results identify a Level of Service (LOS), which indicates the quality of traffic flow through an intersection. Intersections are given a ranking from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow. Overall intersection LOS A through LOS D is generally considered acceptable in the Twin Cities Metro Area. Page 4 147th Street t t tr� .1- o (0) 4- 490(601) 147th Street (475) 508 � 4_ 389 (468) 26 (23) 147th Street Project Locatio 147th Street Ryan Dwy Dentist D Wings Dwy XX (XX) X,XXX O LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - Existing Average Daily Traffic - Side -Street Stop Control - Signalized Control 0,4. et IT7S' go IN 1 Existing Conditions 1,„ Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 4 Brandon Anderson, PE, City of Apple Valley Portillo's Traffic Study Table 1 Level of Service Criteria for Signalized and Unsignalized Intersections July 12, 2017 LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A LOS (Delay) <_ 10 C (24 sec.) <_ 10 B > 10-20 > 10-15 C > 20 - 35 > 15 - 25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F >80 >50 For side -street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This accounts for the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis shown in Table 2 indicate that the study intersections currently operate at an acceptable overall LOS C or better during the weekday midday and p.m. peak hours with the existing geometric layout and traffic controls. However, during the p.m. peak hour westbound left -turn queues at the Cedar Avenue/ 147th Street intersection extend beyond the available turn lane storage approximately five to 10 percent of the peak hour. In addition, eastbound queues along 147th Street at the Applebee's driveway extend approximately 90 feet during the p.m. peak hour. Although these queues do not extend to Cedar Avenue, they do create conflicts with through vehicles along 147th Street. No other significant delay or queuing issues were identified. Table 2 Existing Intersection Capacity Analysis Intersection Weekday Midday Peak Hour Weekday P.M. Peak Hour LOS (Delay) LOS (Delay) Cedar Avenue and 147th Street C (24 sec.) C (32 sec.) 147th Street and Ryan/Applebee's Driveways (1) A/B (10 sec.) A/C (15 sec.) 147th Street and 7493 147th Street Driveway (1) A/A (5 sec.) A/B (13 sec.) 147th Street and Glazier Avenue (1) A/B (12 sec.) A/C (16 sec.) Glazier Avenue and Ryan Driveway (1) A/A (6 sec.) A/A (5 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) A/A (4 sec.) A/A (4 sec.) (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Page 6 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Year 2018 No Build Conditions Since the proposed development would be expected to be completed by year 2018, a no -build condition was reviewed to determine future traffic operations if the proposed development were not constructed. The year 2018 no -build conditions accounts for historical general area background growth within the area. The following sections provide details on the background traffic forecasts and intersection capacity analysis for year 2018 no -build conditions. Background Traffic Growth To account for general background growth in the area, an annual growth rate of one percent was applied to the existing peak hour traffic volumes to develop year 2018 background traffic forecasts. This growth rate is generally consistent with historical trends within the study area and future growth projections for Dakota County. Year 2018 no build conditions traffic forecasts are shown in Figure 5. Intersection Capacity Analysis To determine if the existing roadway network can accommodate the year 2018 no build traffic forecasts, a detailed intersection capacity analysis was completed. Results of the year 2018 no -build intersection capacity analysis shown in Table 3 indicate that all study intersections are expected to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours with the existing roadway geometry and traffic controls. The queuing identified under existing conditions will continue but is not expected to significantly change under year 2018 no -build conditions. However, as traffic volumes along 147th Street increase, side -street access from driveways and cross -streets to 147th Street is expected to become more challenging. This may result in the need to modify access to reduce conflicts and maintain traffic operations. Table 3 Year 2018 No -Build Intersection Capacity Analysis Intersection Weekday Midday Peak Hour Weekday P.M. Peak Hour LOS (Delay) LOS (Delay) Cedar Avenue and 147th Street C (25 sec.) D (35 sec.) 147th Street and Ryan/Applebee's Driveways (1) A/B (10 sec.) A/D (31 sec.) 147th Street and 7493 147th Street Driveway (1) A/A (5 sec.) A/B (10 sec.) 147th Street and Glazier Avenue (1) A/B (13 sec.) A/C (20 sec.) Glazier Avenue and Ryan Driveway (1) A/A (6 sec.) A/A (6 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) A/A (4 sec.) A/A (4 sec.) (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Page 7 0 U) 0 0 0 0 0 U .5 m 0 Z co CQ } Lf� c IL cr uJ Lf) CLU) 0 0 2 147th Street .1— o (0) 4— 495(610) 147th Street (5) 5 (480) 515 � 4_ 395 (475) 30 (25) 147th Street Project Locatio 147th Street Ryan Dwy Dentist D Wings Dwy XX (XX) X,XXX O LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - 2018 Average Daily Traffic - Side -Street Stop Control - Signalized Control 000,77777 " Li Year 2018 No Build Conditions Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 5 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study cv30 No Build Conditions A long-term no -build condition was also reviewed to identify future operations and the need for any future infrastructure improvements regardless of the proposed development. The year 2030 no -build condition accounts for a similar one (1) percent annual background growth rate within the area. The year 2030 no build conditions traffic forecasts are shown in Figure 6. Intersection Capacity Analysis To determine if the existing roadway network can accommodate the year 2030 no build traffic forecasts, a detailed intersection capacity analysis was completed. Results of the year 2030 no -build intersection capacity analysis shown in Table 4 indicate that all study intersections are expected to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours with the existing roadway geometry and traffic controls, except the Cedar Avenue/147th Street intersection during the p.m. peak hour. The Cedar Avenue/147th Street intersection is expected to operate at LOS E during the p.m. peak hour, with significant southbound queuing along Cedar Avenue. Table 4 Year 2030 No -Build Intersection Capacity Analysis Intersection Weekday Midday Peak Hour Weekday P.M. Peak Hour LOS (Delay) LOS (Delay) Cedar Avenue and 147th Street C (27 sec.) E (64 sec.) 147th Street and Ryan/Applebee's Driveways (1) A/B (14 sec.) A/F (57 sec.) 147th Street and 7493 147th Street Driveway (1) A/A (5 sec.) A/A (8 sec.) 147th Street and Glazier Avenue (1) A/C (19 sec.) A/D (29 sec.) Glazier Avenue and Ryan Driveway (1) A/A (5 sec.) A/A (5 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) A/A (4 sec.) A/A (4 sec.) (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. As traffic volumes along 147th Street increase, side -street access from driveways and cross -streets to 147th Street is also expected to become more challenging, with average westbound queues extending beyond the Applebee's driveway and 95th percentile queues extending to Glazier Avenue during the p.m. peak hour. This may result in the need to modify access to reduce conflicts and maintain traffic operations. It should be noted that the northbound 95th percentile queue along Glazier Drive is expected to extend 150 feet during the p.m. peak hour. Page 9 O 00 O L.n r` c0 N N O O Cr) O (0 C) N N 147th Street 147th Street .1— o (0) 4— 560 (685) 147th Street (5) 5 (545) 580 � 4_ 445 (535) 30 (30) 147th Street Project Locatio 147th Street Ryan Dwy Dentist D Wings Dwy XX (XX) X,XXX O LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - 2030 Average Daily Traffic - Side -Street Stop Control - Signalized Control 000,77777 " go Year 2030 No Build Conditions ,,„ Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 6 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Proposed Development The proposed development, shown in Figure 7, is an approximate 9,000 square Portillo's Restaurant. Portillo's is a fast -casual restaurant and includes drive-thru operations. As proposed, the development would eliminate the existing access to 147th Street in favor of two -access locations along Glazier Avenue. The two driveways proposed along Glazier Avenue are located approximately 175 feet and 275 feet south of 147th Street, with the northern driveway being right -in entrance -only and the southern driveway as full -access. As previously mentioned, the proposed development was assumed to be fully operational by year 2018. Trip Generation To account for traffic impacts associated with the proposed development, a trip generation estimate for the weekday midday and p.m. peak hours, as well as on a weekday daily basis were developed. This trip generation estimate was developed using a combination of existing traffic counts collected at the site driveways, customer data provided by a previous study completed by Kenig Lindgren, O'Hara, Aboona, Inc (KLOA), and the Institute of Transportation Engineers (ITE) Trip Generation Manual, Ninth Edition. Since the proposed development is a unique land use, trips for the proposed development were primarily based on data collected at similar restaurants in Illinois. Trip rates were adjusted to account for the reduced restaurant size as compared to the Illinois restaurants. Results of the trip generation estimate, shown in Table 5, indicate the proposed development is expected to generate up to approximately 412 weekday midday peak hour, 198 weekday p.m. peak hour, and 3,050 weekday daily trips to/from the site. When subtracting vehicles that were observed currently using the existing Ryan office complex, as well as accounting for motorists already traveling along Cedar Avenue or 147th Street that will now divert their trip to the proposed development before continuing to their destination (i.e. pass -by trips), the net new system impact to the adjacent roadways is expected to be approximately 198 weekday midday peak hour, 66 weekday p.m. peak hour, and 1,175 weekday daily trips. This estimate does not include any multi -use reductions (that account for patrons that live or work within walking distance) to provide a conservative assessment. Table 5 Trip Generation Estimate Land Use Type Size Weekday Midday Peak Hour Trips Weekday P.M. Peak Hour Trips Weekday Daily Trips In Out In Out Portillo's Restaurant (1) 9,000 SF 206 206 99 99 3,050 (3) Pass -By Trip Reduction (50%) - 103 - 103 - 49 -49 -1,525 Existing Ryan Building Reduction (2) - 3 - 5 - 16 - 18 - 350 (3) Net New System Trips +100 +98 +34 +32 +1,175 (1) Based on data collected at an existing Portillo's Restaurant in Illinois (KLOA study). (2) Based on actual driveway counts collected March 28, 2017. (3) Estimated based on the ITE Trip Generation Handbook, leveraging the existing peak hour data available. 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OV02i A1NNOO VlONVO ONV'ZZ65ZLZON O00 i p —ON dVW Atli-01HJ1,,,,- „Nf100 V-vc, m I•••I V V V (£Z ON HVS.0) 2f1N2AV &Va3O nNOV NVOO sal olaossd p oH—"a71 .l R11uqou iso 411M ao4a ossV p a/oHa71 1 uolloidopo p uollo o 4lno uao4uM luaop slw uo ao a/ aaad wl p 10 assail pa �odaad soM 11 4�I aM sol 1ua,�� Puo asodand �Ill�ads a41 X0o Pa Dual u, sa as to luawnals u, uo so aaaa Pal uasaaa su6lsap p sldaoa41 411• /a 41a, •lua. op s1a Jpo'ueld aT!S L aanfild\saanbH\Sl\L I,S01,\00001,\si.oefoad\:H a co 0 • Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Trips generated were distributed to the study area based on the directional distribution shown in Figure 8, which was developed based on existing travel patterns. The site generated trips are shown in Figure 9 and the resultant year 2018 and year 2030 build condition traffic forecasts are shown in Figures 10 and 11, respectively. Year 2018 Build Conditions To determine any impacts associated with the proposed development, year 2018 build conditions were reviewed. The year 2018 build conditions account for historical general area background growth within the area, as well as the proposed development. Intersection Capacity Analysis To determine if the existing roadway network can accommodate year 2018 build conditions, a detailed intersection capacity analysis was completed. Results of the year 2018 build condition intersection capacity analysis shown in Table 6 indicate that all study intersections and proposed access locations are expected to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours. Northbound queues from the 147th Street/Glazier Avenue intersection will extend beyond the South Portillo's Driveway approximately 10 percent of the midday peak hour. The northbound queues are not expected to impact the South Portillo's Driveway during the p.m. peak hour. Additionally, the westbound left -turn queue at Cedar Avenue/ 147th Street is expected to extend beyond the available turn lane storage that is currently provided approximately 10 to 15 percent of the p.m. peak hour. Restriping this turn lane with an additional 75 feet of storage would minimize left - turn queues from extending into the westbound through lanes. Table 6 Year 2018 Build Intersection Capacity Analysis Intersection Weekday Midday Peak Hour Weekday P.M. Peak Hour LOS (Delay) LOS (Delay) Cedar Avenue and 147th Street C (27 sec.) D (37 sec.) 147th Street and Glazier Avenue (1) A/D (29 sec.) (2) Glazier Avenue and South Portillo's Driveway (1) A/A (8 sec.) A/C (18 sec.) (2) A/A (6 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) A/A (4 sec.) A/A (4 sec.) (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. (2) Delay shown does not reflect actual delay since northbound vehicles queue beyond the North Portillo's Driveway. Page 13 -oU O O U) 0 (a 0 O U N 0 co N U) W 0) V J I- L() Q Q 0) 0) 0) r / U) U O O ^L LL 2 25% Project 147th Street 15 Location ti 1 Directional Distribution Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 8 H:\Projects\10000\10517\TS\Fiqures\Figure 9 Site Trips.cdr 1 k 0 (0) 4— 175 (84) (0) 0 J (25) 52 (0) 0 (0)0J (84) 175 (0) 0 (84) 175 147th Street +z. Project Location LEGEND XX -Midday Peak Hour Site Trips (XX) - P.M. Peak Hour Site Trips ��.1/21 16,1 Ri Site Trips , w,R•l, lr r, c �r� LIp ,�i� Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 9 147th Street 147th Street (105) 75 (555) 665 � .1— o (0) 4- 665 (680) 147th Street (565) 690 � 4_ 395 (475) 50 (30) 147th Street 147th Street Project Location O LC) CO r 0 LO tD N- r North Dvlpmnt Dwy South Dvlpmnt Dwy XX (XX) X,XXX O LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - 2018 Average Daily Traffic - Side -Street Stop Control - Signalized Control Dentist D LC) O Lf) 6) N O (0 Ln ti f` Wings Dwy Li Year 2018 Build Conditions Portillos Traffic Study City of Apple Valley 001710517 July 2017 Figure 10 H:\Projects\10000\10517\TS\Figures\Figure 11 Year 2030 Build Conditions.cdr O co O u ti o N N O CO LC) LC) N (f) N 147th Street 147th Street .1- o (0) 4- 730 (755) 147th Street (5) 5 (625) 755 � 4_ 445 (535) 50 (35) 147th Street LC) LC) CO CO N LC) O N CO CJ1 147th Street Project Location North Dvlpmnt Dwy South Dvlpmnt Dwy 6> 4 Yo 0 1ml' 7111, XX (XX) X,XXX O LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - 2030 Average Daily Traffic - Side -Street Stop Control - Signalized Control iriti, Dentist D Wings Dwy Li Year 2030 Build Conditions ,w,R•l,lrr, c �r�ti�y. ,,„ Portillo's Traffic Study City of Apple Valley 001710517 July 2017 Figure 11 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Year 2030 Build Conditions To determine long-term impacts associated with the proposed development, year 2030 build conditions were reviewed. The year 2030 build conditions account for historical general area background growth within the area, as well as the proposed development. Intersection Capacity Analysis To determine if the existing roadway network can accommodate year 2030 build conditions, a detailed intersection capacity analysis was completed. Results of the year 2030 build condition intersection capacity analysis shown in Table 7 indicate that delay and queuing issues are expected during the weekday midday peak hour for vehicles along Glazier Avenue that turn onto 147th Street. This results in northbound queues extending beyond the Wings Financial driveway approximately 35 percent of the midday peak hour, which impacts operations at the Bank/Wings Financial driveway. During the p.m. peak hour, no significant queuing issues along Glazier Drive are expected. However southbound queuing is expected along Cedar Avenue where the overall intersection is expected to operate at an unacceptable LOS E during the p.m. peak hour. Additionally, westbound left -turn queues at the Cedar Avenue/147th Street intersection are expected to extend to the 147th Street/ Glazier Avenue intersection approximately five (5) to 10 percent of the p.m. peak hour. Any signal timing changes implemented at the Cedar Avenue/147th Street intersection that reduce westbound splits will increase westbound queueing along 147th Street and increases the amount of time the westbound queue would impact northbound Glazier Avenue motorists. Table 7 Year 2030 Build Intersection Capacity Analysis Intersection Weekday Midday Peak Hour Weekday P.M. Peak Hour LOS (Delay) LOS (Delay) Cedar Avenue and 147th Street 147th Street and Glazier Avenue (1) Glazier Avenue and South Portillo's Driveway (1) C (31 sec.) E (69 sec.) B/E (48 sec.) (2) D/E (43 sec.) A/D (30 sec.) (2) A/A (6 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) F/F (105 sec.) A/A (4 sec.) (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. (2) Delay shown does not reflect actual delay since northbound vehicles queue beyond the North Portillo's Driveway. Potential Improvements to Consider From a traffic operations perspective, the following options are offered for consideration: 1) Extend the median along 147th Street to the east, through Glazier Avenue, effectively converting the 147th Street/Glazier Avenue intersection to a right-in/right-out access. This would result in a change in area travel patterns, with more motorists utilizing Glazier Avenue to access either CSAH 42 or 147th Street (via Garrett Avenue) . Further analysis would be required. Page 18 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study 2) Restrict northbound access to 147th Street from Glazier Avenue to right -turn only by constructing a roundabout or split roundabout type design, as shown in Figures 12 and 13, respectively. These configurations would require motorists along Glazier Avenue to make a U-turn maneuver to access Cedar Avenue. Preliminary investigation indicates that these options would require right- of-way within the area, particularly to continue to accommodate pedestrian facilities. a. These improvements would address the northbound Glazier Avenue issues identified. However, westbound queues from the Cedar Avenue/147th Street intersection are still expected to extend to the 147th Street/Glazier Avenue intersection, which could impact operations of the split roundabout option. 3) Other mitigation measures (such as a traffic signal) were reviewed at the 147th Street/Glazier Avenue intersection, however, they were deemed undesirable by City and/or County staff. Based on discussion with City staff, the two roundabout improvement alternatives identified are considered the most favorable to area stakeholders. However, further discussion with local stakeholders and additional design refinements are necessary to determine the specific benefits and costs associated with these alternatives. Volume Changes The traffic volumes for each scenario were reviewed to determine the change in volume from the Portillo's restaurant at the Cedar Avenue/147th Street and 147th Street/Glazier Avenue intersections. Based on the results shown in Table 8, Portillo's traffic would represent a three (3) to nine (9) percent increase in overall traffic volume at the Cedar Avenue/147th Street intersection. However, Portillo's would increase traffic volumes by up to 37 percent at the 147th Street/Glazier Avenue intersection during the midday peak hour. For the critical move (i.e. the northbound left -turn from Glazier Avenue) Portillo's would increase traffic volumes by more than 150 percent during the midday peak hour. Table 8 Intersection Volume Comparison Condition Cedar Avenue and 147th Street 147th Street and Glazier Avenue Glazier Avenue Northbound -Left -Turn Midday P.M. Midday P.M. Midday P.M. Year 2018 No Build 3,720 5,300 1,075 1,155 105 135 Year 2030 No Build 4,190 5,975 1,210 1,305 115 155 Year 2018 Build 3,960 5,395 1,460 1,325 275 210 Year 2030 Build 4,430 6,065 1,595 1,470 285 225 Site Trips 350 170 395 190 175 85 Percent Site Trips 2018 9% 3% 27% 14% 63% 40% Percent Site Trips 2030 8% 3% 25% 13% 61% 38% Page 19 pnoAe1 : bMp•inogepunoleuompeal x Pd\-ivNld\CIV00111b'\S1\LI.901.\00001\sToe[oad\:H U) 0 z Ca cn 0 " Q �< ffiAl pnoAe1 : bnnp•4nogepunoj 4!IdS p!agAH x b!d\-ivNId\civOolnV\SIV1.901.\00001\sloe ald\:H 0_ a) a 0 V 0 0 0- Cn rw ffiAl Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Conclusions and Recommendations The following study conclusions and recommendations are offered for consideration: 1) Average daily traffic volumes along 147th Street are relatively steady between Monday and Friday (approximately 10,000 vehicles per day), with volumes lower on Saturday and Sunday conditions. 2) Volumes along 147th Street peak on weekdays during the late afternoon/evening (approximately 4:00 p.m. to 5:00 p.m.), but are relatively consistent between 10:00 a.m. and 6:00 p.m. 3) Saturday volumes along 147th Street peak between 11 a.m. and 1 p.m., although peak weekday and Saturday periods are generally similar in magnitude. 4) Average weekday daily traffic volumes along Glazier Avenue are near 3,100 vehicles per day. The peak weekday and Saturday periods along Glazier Avenue are consistent with the data collected along 147th Street. 5) Study intersections currently operate at an acceptable overall LOS C or better during the weekday midday and p.m. peak hours. a. During the p.m. peak hour, westbound left -turn queues at the Cedar Avenue/147th Street intersection extend beyond the available turn lane storage approximately five to 10 percent of the peak hour. b. Eastbound queues along 147th Street at the Applebee's driveway extend approximately 90 feet during the p.m. peak hour. Although these queues do not extend to Cedar Avenue, they do create conflicts with through vehicles along 147th Street. 6) All study intersections are expected to continue to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours under year 2018 no -build conditions. The queuing identified under existing conditions will continue. a. As traffic volumes along 147th Street increase, side -street access from driveways and cross -streets to 147th Street is expected to become more challenging. This may result in the need to modify access to reduce conflicts and maintain traffic operations. 7) All study intersections are expected to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours with the existing roadway geometry and traffic controls, except the Cedar Avenue/147th Street intersection during the p.m. peak hour under year 2030 no build conditions, which is expected to operate at a LOS E. 8) The proposed development is expected to generate up to approximately 412 weekday midday peak hour, 198 weekday p.m. peak hour, and 3,050 weekday daily trips to/from the site. a. The net new system impact to the adjacent roadways is expected to be approximately 198 weekday midday peak hour, 66 weekday p.m. peak hour, and 1,175 weekday daily trips. This estimate does not include any multi -use reductions (that account for patrons that live or work within walking distance) to provide a conservative assessment. Page 22 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study 9) All study intersections and proposed access locations are expected to operate at an acceptable overall LOS D or better during the weekday midday and p.m. peak hours under year 2018 build conditions. a. Northbound queues from the 147th Street/Glazier Avenue intersection will extend beyond the North Portillo's Driveway approximately 10 percent of the midday peak hour. 10) Under year 2030 build conditions, delay and queuing issues are expected during the weekday midday peak hour along Glazier Avenue as northbound vehicles would have a difficult time turning onto 147th Street. a. Northbound queuing from 147th Street is expected to extend beyond the Wings Financial driveway about 35 percent of the midday peak hour. b. During the p.m. peak hour, no queuing issues along Glazier Drive are expected. However, southbound queuing along Cedar Avenue and the overall intersection is expected to operate at an unacceptable LOS E. Westbound queues along 147th Street are expected to extend to the 147th Street/Glazier Avenue intersection approximately 10 percent of the time. c. Any signal timing changes implemented at the Cedar Avenue/ 147th Street intersection that reduce westbound splits will increase westbound queues along 147th Street and increases the amount of time queues block northbound Glazier Avenue access to Cedar Avenue. 11) From a traffic operations perspective, the following options are offered for consideration: a. Extend the median along 147th Street to the east, through Glazier Avenue, effectively converting the 147th Street/Glazier Avenue intersection to a right-in/right-out access. This would result in a change in area travel patterns, with more motorists utilizing Glazier Avenue to access either CSAH 42 or 147th Street (via Garrett Avenue). b. Restrict northbound access to 147th Street to a right -turn only from Glazier Avenue and construct a roundabout or split roundabout type of design, east of Glazier Avenue, to allow vehicles to make a U-turn maneuver to access Cedar Avenue. Preliminary investigation indicates that these options would require right-of-way within the area. c. Other mitigation measures (such as a traffic signal) were reviewed at the 147th Street/Glazier Avenue intersection, however, they were deemed undesirable by City and/or County staff. 12) Based on discussion with City staff, the two roundabout improvement alternatives identified are considered the most favorable to area stakeholders. Further discussion with local stakeholders and additional design refinements are necessary to determine the specific benefits and costs associated with these alternatives. 13) Portillo's would increase traffic volumes by up to 37 percent at the 147th Street/Glazier Avenue intersection during the midday peak hour. For the critical move (i.e. the northbound left -turn from Glazier Avenue) Portillo's would increase traffic volumes by more than 150 percent. Page 23 pnoAe1 : bMp•inogepunoleuompeal x Pd\-ivNld\CIV00111b'\S1\LI.901.\00001\sToe[oad\:H ffiAl Adjacent Property Correspondence (as of July 19, 2017) From: Thomas Schuenke [mailto: Sent: Monday, July 17, 2017 5:29 PM To: Nordquist, Bruce; Murphy, Joan Cc: Sharpe, Alex; Greg Higgins Subject: Public Hearing - Ryan Real Estate Building/Portillo's Bruce, I am planning to attend the public hearing Wednesday evening regarding the above to represent Wings and wanted to make sure you and your office had a synopsis of our stance on the project prior to the meeting. Before that I just want to tell you how very impressed I am personally with your offices foresight and drive for improvement to the retail arena here in Apple Valley and in my opinion I think it provides the city with a significant advantage over neighboring communities. That said, Wings is placed into a challenging position with the proposed development. On one hand it would drive a significant amount of business to the area, just look at openings of their restaurants around the US, hundreds line up outside, reminiscent of the Krispy Kreme phenomenon from the not so distant past. The Woodbury location opened last week and saw similar response. And, of course there would be yet another unique food option for the area that many would enjoy and could bring consumers from the surrounding communities. Unfortunately, in our opinion, the location they have selected here, is one that is already challenged by traffic flow (as previously noted by city staff in paragraph 2 of the attached). Certainly this location will provide the popular chain restaurant an incredible frontage on busy Cedar avenue, but at what cost to the members and employees of Wings, not to mention the two to three hundred tenants we have and their customers. We are aware of the options to adjust the traffic flow on 147th Street and on Garrett Ave, but feel that these modifications will do little to help manage the addition of upwards of 200 cars per hour at the busy noon hour and five o'clock dinner hours. These are both high traffic volume times for our membership, tenants and staff and we are very concerned with how they could be impacted and how our business could be impacted by this overwhelming increase in traffic. $8,500,000 Estimated sales volume of the proposed restaurant $23,352 Average sales volume per day based on opening 364 days a year 1,557 Number of customers per day based on an average check of $15 1,171 Assume 1.33 Customers per car = # of cars per day Assume 50% of business happens in three key hours = Number of cars per peak 195 hour These are simple calculations based on estimates, menu pricing and my knowledge of the quick service restaurant industry. My guess is that these are very low, with lower average checks, meaning more customers, meaning more cars. Additionally, their business is likely skewed to higher sales on Friday than Monday, so the peak vehicles per hour might be significantly higher. Given the lack of a viable solution to the traffic management Wings cannot endorse and to the contrary is not in favor of the proposed amendments to Chapter 155, Appendix F, Article 2 of the City Code of Ordinances. I will be present at the public hearing to offer these comments, if you have any questions beforehand please let me know. Thank you, Tom Schuenke Vice President Administration & Facilities Win s Financial Credit Union Glazier Avenue Apple Valley, MN 55124 Tel RE Fax .............................................................................. I From: Gregg Franke [mailto: Sent: Wednesday, June 21, 2017 10:56 AM To: Bodmer, Kathy Cc: Ryan Oxton Subject: Fw: Apple Valley Development Hi Kathy, I'm reaching out to introduce myself. My company, Franklin Properties of Minnesota, LLC owns the Apple Valley Professional Building located at - 147th Street W. The Property Manager, Ryan Oxton, and I met with Dan Regan regarding redeveloping the site of Ryan Real Estate, located at 14750 Cedar Ave, across the street from us. Obviously, we have an interest in this project and how it will affect us, our tenants, their customers, patients and employees. Please see Ryan's email below and keep us in the loop as this project progresses. Thank you, Gregg Franke President Franklin Properties of Minnesota, LLC Harriet Ave Minneapolis, MN From: Ryan Oxton < > Sent: Tuesday, June 20, 2017 8:06 AM To: Subject: FW: Apple Valley Development Hi Gregg, I spoke with Barb about this and she and I agree that you should definitely reach out to the City about this. You will want to make sure you are given all appropriate and updated information regarding the project and the decision the City makes, how it affects you as a building owner financially as well as how it will impact the building and tenants. We've had this happen at other locations and it can negatively affect the tenants when access to the site is disturbed. I will ask Dan if he has Kathy's contact information he can share with us. Please let us know if you have any questions. Thank you! From: Dan Regan [ Sent: Monday, June 19, 2017 4:25 PM To: Ryan Oxton; Gregg Franke (_ Subject: Apple Valley Development Ryan & Gregg — Thanks for taking time out of your days to meet with me last week. I've attached some of our plans and the city's roundabout concept for the Apple Valley development. Lastly, I've attached the current traffic study. We are doing another traffic study to model the benefits to traffic flow with a roundabout. Will forward that when complete. Any questions about our project, please let me know. Should you want to discuss roundabout with city staff, I would start with Kathy Bodmer in the Planning Department. Thanks, Dan Regan 1 Principal I Launch Properties I m• I ( l e. 1 1 • Lasalle Ave., Suite M 1 Minneapolis, MN APPLE VALLEY POLICE Neighborhood Collaboration Officer Program Crime Prevention Through Environmental Design (CPTED) recommendations for Portillo's. Submitted by: Sergeant David Virden, Pam Walter, Crime Prevention Specialist, Officer Marcus Smith The Apple Valley Police Department respectfully submits recommendations that would work to mitigate issues with the proposed plan. Lighting No lighting plan was submitted for staff review. Recommendations • Sidewalks adjacent to the building and the building entrance should maintain a lighting level of at least 5 foot-candles. • Surface parking lot should maintain a lighting level of at least 2 foot-candles. • Light pole luminaries should have a cutoff level of 90 degrees or less to avoid light spillover to adjacent properties. • Consider using Metal Halide or LED lights for efficient operation, long bulb life and excellent color rendition. • Maintain protective covering over all light fixtures at or near ground level to protect from damage or vandalism. Landscaping The proposed plan indicates many new plantings of trees and shrubs. Of particular concern are the groundcover plantings surrounding the dumpster enclosure. The brick dumpster enclosure lends itself to concealment issues. Recommendations • Plant hostile vegetation ground cover plantings along the exterior of the dumpster enclosure to deter people from hiding along the outside of the enclosure. • Trim and maintain the existing trees that will be left on site. Tree canopies and low lying branches should be trimmed up no lower than 6' from ground level. • Groundcover plants should not exceed a height of 2 feet at maturity and should not be used within 6 feet of the edge of walkways. • Proper maintenance of the landscaped site is imperative as the trees/shrubs mature to ensure there will be no concealment issues in the future. APPLE VALLEY POLICE Neighborhood Collaboration Project VISION A clean, attractive and safe community, now and in the future. MISSION To be a relational and educational presence in our community and immediately address crime and quality of life issues at their root. Correspondence Dakota County Highway to Launch Properties From: Sorenson, Brian[mailto:Brian.Sorenson@CO.DAKOTA.MN.US] Sent: Thursday, August 10, 2017 2:47 PM To: Matzek, Will Cc: dregan@launchproperties.com; Wurdeman, Brian; Anderson, Brandon; Bodmer, Kathy; Sass, John; Donely, Thomas Subject: RE: 14750 Cedar Ave - TDU Easement Thanks, Will. This is helpful in understanding the potential landscaping changes in the NW corner of the property, which was one main question. wasn't aware of the overlap with the TDU along the southwest side of the property. This raises a concern with the impact to the trees that were planted there with the project in addition to the green space there. It puts the curbline very close to the trunk of the trees, and even further within the future dripline/roots. The construction of the parking lot here directly conflicts with the intent of purchasing the TDU in the first place. I don't see the County making a case for release of this TDU. Hopefully there's a way to push the parking lot out of the TDU with a little bit of site work. We have enlisted the help of the State Aid office to work with FHWA to determine what the process would be for releasing TD&U in the SE quadrant at 147th Street purchased with federal money. State Aid has contacted FHWA, and it's my understanding they are working on it. That said, they have not given us a timeframe for a response. Brian Apple„ ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 6.A. August 16, 2017 Other Business Description: Review of Upcoming Schedule and Other Updates Staff Contact: Joan Murphy, Department Assistant ACTION REQUESTED: N/A SUMMARY: Next Planning Commission Meetings: Department / Division: Community Development Department Wednesday, September 6, 2017 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, August 9, 2017 • Site plan, variance applications due by 9:00 a.m. on Wednesday, August 23, 2017 Wednesday, September 20, 2017 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, August 23, 2017 • Site plan, variance applications due by 9:00 a.m. on Wednesday, September 6, 2017 Next City Council Meetings: Thursday, August 24, 2017 - 7:00 p.m. Thursday, September 14, 2017 - 7:00 p.m. BACKGROUND: N/A BUDGET IMPACT: N/A