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HomeMy WebLinkAbout10/18/2017Apple ValIey Meeting Location: Municipal Center 7100 147th Street West Apple Valley, Minnesota 55124 October 18, 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 September 20, 2017, Regular Meeting 4. Public Hearings A. Bigos Kelley Park Phase III - PC 17-16-ZB 1. Zoning Amendments to PD -739 to Allow Construction of a 61 -Unit Apartment Building on Block 9 and 114 -Unit Apartment Building on Block 10, Legacy of Apple Dalley North 2. Site Plan Review/Building Permit Authorization Location: Northwest and northeast corners of Fresco Terrace and 153rd Street, south of Kelley Park Petitioner: Bigos Management, Bigos-Fortino, LLC and IMH Special Asset 175 -AVN LLC 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, Sign Installed Above Building Roofline and Seasonal Outdoor Storage of Refrigerated Storage Container 2. Conditional Use Permit for Drive-Thru Facility 3. Conditional Use Permit for Temporary Outdoor Storage of Refrigerated Storage Box 4. 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 B. Wasatch Storage - PC17-32-SFGB 1. Preliminary Plat Application fora 15.84 Acre Site 2. Site Plan/Building Permit Authorization to Construct an 804 -Unit Self -Storage Facility Location: Northeast corner of 147th St. W. and Johnny Cake Ridge Rd Petitioner: Wasatch Partners and Patina Apple Dalley Land, LLC 6. Other Business A. Review of Upcoming Schedule and Other Updates Next Planning Commission Meeting - Wednesday, November 1, 2017 - 7:00 p.m. Next City Council Meeting - Thursday, October 26, 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 wwwcityofapplevalley.org . . . •••• ••••• •••• •••. Apple11 Vlley ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 3.A. October 18, 2017 Consent Agenda Description: Approve Minutes of September 20, 2017, Regular Meeting Staff Contact: Joan Murphy, Department Assistant Department / Division: Community Development Department ACTION REQUESTED: Approve minutes of regular meeting of September 20, 2017. 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 SEPTEMBER 20, 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, Tim Burke, Keith Diekmann, Jodi Kurtz, Paul Scanlan and David Schindler Members Absent: Staff Present: City Attorney Sharon Hills, Community Development Director Bruce Nordquist, Planner Tom Lovelace, City Engineer Brandon Anderson, Planner Kathy Bodmer, Planner/Economic Development Specialist Alex Sharpe 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 Alwin, approving the agenda. Ayes - 7 - Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Burke moved, seconded by Commissioner Diekmann, approving the minutes of the meeting of September 6, 2017. Ayes - 6 - Nays - 0. Abstained — 1 (Scanlan) MOTION: Commissioner Burke moved, seconded by Commissioner Diekmann, recommending approval of Site Plan Review/Building Permit Authorization for 6,880 sq. ft. Building Additions and Revised Bus and Vehicle Parking Areas at Diamond Path Elementary, 14455 Diamond Path. Ayes - 7 - Nays - 0. MOTION: Commissioner Burke moved, seconded by Commissioner Diekmann, adopting Resolution 2017-02 Finding that the Sale of the Village Pointe Plaza Property at 7070 - 153rd Street West (Preliminary platted as Lots 1 and 2, Block 1 VILLAGE POINTE PLAZA) is Consistent with the 2030 Comprehensive Plan. Ayes - 7 - Nays - 0. 4. PUBLIC HEARINGS A. Wasatch Storage - PC17-32-SFGB 1. Preliminary Plat Application fora 16.03 Acre Site CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 2 of 10 2. Site Plan/Building Permit Authorization Location: Northeast corner of 147th St. W. and Johnny Cake Ridge Rd Petitioner: Wasatch Partners and Patina Apple Valley Land, LLC Chair Melander opened the public hearing at 7:02 p.m. Planner/Economic Development Specialist Alex Sharpe stated Wasatch Storage Partners, LLC has submitted applications for a Preliminary and Final Plat, Vacation of a portion of Evendale Way, and a Site Plan/Building Permit Authorization at the vacant site on the northeast corner of Johnny Cake Ridge Road and Upper 147th Street W. The site has been known as the Patina property, and has previously been reviewed for the ISD 196 bus garage. Wasatch Storage Partners, LLC, proposes to subdivide the lot into 3 properties to develop an approximately 125,000 sq. ft. self -storage facility. The largest lot, at 7.07 acres, is proposed to be along the majority of the northern border, and is proposed to be the storage facility site. An additional two outlots are proposed. Outlot A is proposed to be 5.63 acres and is along the eastern side of the property, adjacent to Evendale Way. The smallest lot, outlot B is proposed to be 3.15 acres, and is northeast of the intersection of Johnny Cake Ridge Road and Upper 147th Street W. The remaining acreage, .18 acres, is dedicated additional right-of-way to construct a permanent cul-de-sac at the terminus of Evendale Way. The structure is set back 60' from the northern property line, as required by City code for an industrial use adjacent to residential. There is additional green -space between the drive isle around the building and the residential homes to the north. The property is zoned "I-1" (Limited Industrial). The Limited Industrial zone permits "auto, marine, and truck storage when completely within a building". Commissioner Alwin inquired if the intersection at 147t" Street W and Johnny Cake Ridge Road was planned to be signalized or have a roundabout installed. Mr. Sharpe answered that the intersection has been evaluated for a signalized intersection. City Engineer Brandon Anderson commented staff is comfortable with a right -in, right -out and they are not concerned about stacking on that side of the signal. Commissioner Scanlan asked what the hours of operation would be. He had a concern for the red colored door as they have a tendency to fade. He asked if a lighting plan could be available for review and what the usefulness of the outlots would be with an easement going through it. Mr. Sharpe answered that the applicant would be better to review the hours of operation and colors of the building. He added that a photometric plan was included in the packet. He said outlot B would have two access points and the lot is large enough for a building with limited size and that parking could be over the top of the pipeline. It would be a buildable lot. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 3 of 10 Commissioner Diekmann inquired about the access off of Johnny Cake Ridge Road and if the access was moved closer to 147th Street and with the storage site being gated, how would a person get access to outlot B. Mr. Sharpe said the access would need to be shared and could not be secured at that point. There would need to be an amended site plan. Chair Melander identified that he was familiar with this design that is in another location and said it functions well and is not an intrusion on the neighborhood. Scott Wyckoff, Wasatch Storage Partners LLC, commented he will work with the City regarding the access point. He said most of the units are climate controlled. He reviewed the hours of operation, the pipeline easement and color of doors as their brand color with the gray. They could change the color of the doors on the north side to accommodate the neighborhood to the north so there is less of an impact. Commissioner Schindler asked if the security was to just get into the gray building area. Mr. Wyckoff answered beyond the access point everything would be secured with gate and fencing. Commission Schindler asked how it works once you drive into the facility. Mr. Wyckoff replied it is a drive-through concept with drive aisle 25 feet wide where the customers drive in, parallel park and load or unload as needed. Chair Melander inquired as to the floor surface. Mr. Wyckoff answered it is a burned finish and smooth with a sealer and a wax. Mike Erdman, 5936 — 144th Street W., said he was not speaking for his neighbors but as an individual and that he is in favor of the project. He would like to see the trees staggered on the north side and dull colored doors facing the north to the neighborhood. He would like the access point moved farther south and would prefer a right in, right out only from the site. He suggested the southbound traffic enter the site from 147th Street. He inquired what the noise from the air conditioning units would be like and would like more explanation on the lighting. Chair Melander closed the public hearing at 7:43 p.m. B. Cobblestone Lake South Shore 9th Addition - PC17-19-SF and PC17-29-ZB 1. Planned Development Ordinance Amendment to Allow for More Than One Drive -Through Lane in Conjunction with a Class II Restaurants in Planned Development Ordinance No. 703/Zone 6 2. Replat of Outlot A, Cobblestone Lake South Shore 4th Addition into Two Lots CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 4 of 10 3. Site Plan/Building Permit Authorization to Allow for Construction for the Purpose of Future Construction of an 8,150 -sq. ft. Retail Building on a 1.26 -Acre Lot Location: Southeast corner of 157th Street West and Emperor Avenue Petitioner: South Shore Development, Inc. and Hempel Companies, a.k.a. Bear Cobblestone 2, LLC Chair Melander opened the public hearing at 7:44 p.m. City Planner Tom Lovelace stated the applicant is proposing to subdivide the existing outlot into two lots. Lot 1 will be 1.26 acres and 216 feet wide and Lot 2 will be .71 acres with a lot width of 121.5 feet. Both lots exceed the minimum lot area and lot width requirements. The applicant has indicated on the site plan that an 8,148 -sq. ft. retail building will be constructed on Lot 1, which will have a drive-through lane for a restaurant. "PD -703" allows only one drive- through window service in conjunction with a restaurant facility in the overall development, which is currently located at the Costa Vida restaurant at 15678 Pilot Knob Road. The applicant has requested an amendment to the planned development ordinance to allow for a second drive-through window. He reviewed the site plan, utility plans, landscape plans and stated the City Engineer has reviewed the grading plan and revisions shall be made to the plan per his recommendations. The outlot is currently guided "MIX" (Mixed Use). Mixed use areas contain a mix of retail and service business, office, institutional, medium and higher density residential, public uses and/or park and recreation uses. The uses maybe mixed vertically (in a common structure) or horizontally (in a common site or area). The property is zoned Planned Development No. 703/zone 6. Identified uses in zone 6 include a wide variety of retail, restaurants, professional offices, educational tutoring services, convenience stores, apartments, and continuum of care facilities. The applicant has indicated on the site plan that an 8,148 -sq. ft. retail building will be constructed on Lot 1, which will have a drive-through lane for a restaurant. Commissioner Diekmann asked for clarification on where the menu board for the drive-through would be located and if there would be any stacking. Mr. Lovelace answered that the applicant had not addressed the location of the menu board yet. Stacking would be provided and they would allow for a bypass lane. Commissioner Diekmann asked for definition of a Class II restaurant. Mr. Lovelace said a Class II restaurant could be a fast food restaurant but could be prohibitive to national fast food chains by limiting the size and the hours of operation. They are similar to Costa Vida and they are required to meet these requirements and they seem to abide by it without a problem. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 5 of 10 Commissioner Scanlan asked if there have been any tenants identified. Mr. Lovelace responded not that he is aware of. Commissioner Scanlan said that we are just looking at this as a speculation. Mr. Lovelace answered yes, probably a spec building. Commissioner Scanlan asked for explanation for the general public viewing tonight's meeting as to why this is being considered after the last restaurant that there was a specific notation made that there was not going to be another drive-through in Cobblestone. He asked for clarification why this request is before the Commission. Mr. Lovelace responded that it is being considered because the applicant requested it. Commissioner Scanlan commented that not everybody understands the process and he was trying to educate them on that. Mr. Lovelace said the property owner has the right to make a request for a zoning amendment or a rezoning of their property and bring it before the City Planning Commission and City Council at any time. Commissioner Scanlan inquired about the signage and the ordinance regarding lit signage facing toward the residential zone and how that applies to this project. He said there is still some signage on another building that shows toward the residential zone. Mr. Lovelace answered that this one would be an interesting one to address because right across the street from it is the Orchard Path continuum care facility which technically is really a commercial use. Would they be allowed to illuminate their lighting on the east side of the building, we would need to take a look at that further. Commissioner Scanlan referenced Commissioner Diekmann's comment on the location of the menu boards with the sound speaker and noise with that being projected into that same residential zone. He commented there is no secret he objects to these drive-throughs in Cobblestone and asked for explanation of the whole concept in Cobblestone and the reason there were not supposed to be drive-throughs from the beginning. Mr. Lovelace responded that Cobblestone Lake was a planned development of intensity uses as you moved from east to west with the idea of having the commercial in a prominent location along Pilot Knob which is an arterial road where you see a lot of traffic. It started out in 2001 with the construction of single family development with the first phase which is located along the west side of Diamond Path Road. As you moved further to the west you generally see a little bit more intensity with your housing component with the hope that you see higher density of townhomes and apartment buildings. There is still one site that is available for an apartment and that is in the southwest corner of the Cobblestone Lake development. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 6 of 10 Chair Melander commented that when the City started with the Cobblestone Lake area it was just plain land and that there was nothing cut in stone and it has been his experience with Cobblestone that things have changed. He said over the years there had been innumerable changes to that original concept plan and it continues to evolve. Nothing has been more fluent than the restaurant business. We encourage business and go with what the market demands. Apple Valley has been successful as a city because we accommodate change and we encourage business around here. Commissioner Alwin asked about the area around Target and if the businesses around there are attracting more traffic that Target. Mr. Lovelace commented that businesses want to be part of the energy that Target draws to the area. Commission Scanlan said he does not disagree totally with Chair Melander's comments of how we look at change and try to accommodate a business but thinks we need to take a look back and see what Cobblestone is and retain some of that and not let an outside source come in and try to control that. He thinks that allowing another drive-through in Cobblestone, what we are driving after is that it is not supporting Cobblestone or the surrounding neighborhoods or even Target. It is supporting the residents from the south outside of Apple Valley that are driving by. And then getting that transient traffic that comes into Cobblestone, which is exactly what we do not want, and then having that go into the residential zone. He said he thinks we can accommodate business but that it should be done in a thoughtful manner. He said these rules were set up from the beginning for a reason. There was a lot of thought put into that. We made an adjustment and that should be respected. Chair Melander stated if there are a separate set of rules for Cobblestone opposed to the rest of the City, he would like to be enlightened. Ben Krsnak, Hempel Companies, provided additional information. Commissioner Diekmann inquired if it could be shared what kind of restaurant was interested. Mr. Krsnak replied that there are a number of fast casual concepts that have come out like a fast and fresh salad or sandwich concept that opens at about 10:00 or 11:00. Commissioner Diekmann commented if you talk to residents or neighborhood they are always looking for variety in restaurant. He thinks this neighborhood can support more variety of restaurants. He wanted to make sure that they are clear that if they go to amend the ordinance and then to come back and want to amend it again, for example a coffee place, that becomes very difficult and troublesome. He said it should be thought about and how we go forward. As far as the architecture of the building, he was happy to see that it does not look like the other buildings. If it looked like the other buildings he would be inclined to oppose because there are enough of those same looking buildings and he likes what is shown here. Commissioner Scanlan inquired about the signage on the east side and if that was a concern. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 7 of 10 Mr. Krsnak replied that it is not a concern because with all the traffic on the west side, the signage is really on that side. Commissioner Scanlan asked Mr. Krsnak if he could speak to their market research and who they see as the customer base for this restaurant concept. Chair Melander commented that he did not think that was part of the Planning Commission's business and that land use is being discussed tonight. He said the application was for land use. Commissioner Scanlan said in his opinion it is important that we understand who the customer is coming in in terms that we do not want to have all this additional transient traffic coming into a residential zone. Chair Melander said this is part of a larger discussion and doubts if the applicant is going to tell us the name of the client they have in mind for this. He suspects the applicant would not embark on this unless they had a pretty good indication that somebody is willing to make a commitment. Jon Ahlbrecht, 15830 Drawstone Trail, commented that several of his concerns had already been raised by the Commission and he expressed concern for the amount of transient traffic into the neighborhood which he feels will be caused primarily by this drive-through. He would like to see the ordinance upheld and restricted to one drive-through in this area. He said it is difficult to navigate through the parking lots in the shopping district. The streets are not overly wide. He would like to see something other than another fast food restaurant. He would like to see more screening between the Presbyterian Homes facility and the drive-through if it were to be allowed. Commissioner Scanlan questioned how north bound traffic would exit left from Emperor Avenue to go toward Pilot Knob Road. Mr. Lovelace answered 157th Street W and Emperor Avenue is a full intersection. Commissioner Scanlan said people are going to have a hard time making a left hand turn to get back to Pilot Knob Road when the cars from the 157th Street and Pilot Knob Road at the signalized intersection are coming into the Target parking lot. He said folks will have a difficult time making a left hand turn to get back onto 157th Street to get back out to Pilot Knob Road. Mr. Lovelace responded that the City Engineer will take a look at it. Chair Melander closed the public hearing at 8:31 p.m. C. Amendments to Planned Development Ordinance No. 507 Chair Melander opened the public hearing at 8:32 p.m. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 8 of 10 City Planner Tom Lovelace said for consideration are two proposed zoning amendments to Planned Development No. 507 to allow on -sale liquor as a permitted use and identify Class I restaurants as a permitted use. The planned development ordinance currently allows for a Class I restaurant, either as a free-standing or within a multi -tenant building as a permitted use in zone 1. On -sale wine and/or 3.2% liquor in conjunction with a restaurant facility is a permitted use in zone 2; and on -sale liquor in conjunction with a restaurant facility and Class I restaurants are permitted conditional uses in zone 2 only. During review of a request for a proposed restaurant with on -sale liquor in zone 1 of the planned development, staff became aware that this would not be allowed under the current ordinance. This review also concluded that the on -sale liquor operations at the existing Red Robin restaurant is not currently allowed. Staff is proposing simplifying the Class I restaurant description in zone 1 by removing the "either free-standing or within a multi -tenant building" language, separating Class I and Class II restaurant descriptions, and adding on -sale wine and 3.2% liquor, and on -sale liquor in conjunction with a Class I restaurant facility as a permitted uses in that zone. Commissioner Alwin asked for explanation of the different kinds of liquor licenses. Mr. Lovelace described them. Chair Melander closed the public hearing at 8:41 p.m. MOTION: Commissioner Alwin moved, seconded by Commissioner Diekmann recommending amending the ordinance related to liquor in Section A18-2 in the City Code. Ayes - 7 - Nays - 0. 5. LAND USE/ACTION ITEMS A. Cub Foods Parking Variance - PC17-28-V 1. Consider a Variance from the Minimum Required Number of Parking Spaces for a Retail Grocery Store and Fitness Center Facility Location: 15350 Cedar Avenue Petitioner: Supervalu Holdings, Inc. City Planner Tom Lovelace stated staff is recommending approval to allow for a minimum of 434 parking spaces and 48 proof -of -parking spaces fora 88,210 -sq. ft. retail grocery store and 19,900 - sq. ft. fitness center on Lot 1, Block 1, Cub Foods 2nd Addition, due to the following: 1. The granting of the variance will not alter the general character of the locality. 2. The granting of the variance will be consistent with the comprehensive plan's goals and policies by providing a redevelopment opportunity and retaining or increasing downtown employment opportunities and tax base. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 9 of 10 The request from Supervalu Holdings, Inc., is for a variance from the minimum parking requirements for a grocery store and fitness facility. The applicant will be downsizing their current grocery store, located at 15350 Cedar Avenue, from 108,110 sq. ft. to 88,210 sq. ft. and leasing out the remaining 19,900 sq. ft. to Planet Fitness for a fitness center. Minimum parking requirements for a retail grocery store is "one space for each 150 feet of floor area up to a total of 20,000 sq. ft.; thereafter, one space for each 200 sq. ft. of floor area". Recreation and sports training facilities such as Planet Fitness has a minimum parking requirement of "one space for every three occupants, based on the maximum occupant load of the building". Upward or downward revisions maybe considered based upon experiences of the city. The proposed parking spaces in the rear of the building will be utilized for employee parking and would be able to address any parking stress on the front lot. He added staff expressed concerns regarding potential conflicts with access by delivery and emergency vehicles with the proposed parking in the rear of the building. The applicant has submitted auto -turn plans that have been reviewed by staff and no significant issues were identified. There is a fire hydrant along the south side of the property, which the applicant has located a parking space. That space will need to be removed. John Gilderman, representing Cub Foods, provided additional information. Discussion followed. MOTION: Commissioner Diekmann moved, seconded by Commissioner Burke recommending a variance to allow for a minimum of 434 parking spaces and 48 proof -of -parking spaces fora 88,210 -sq. ft. retail grocery store and 19,900 -sq. ft. fitness center on Lot 1, Block 1, Cub Foods 2nd Addition, due to the following: 1. The granting of the variance will not alter the general character of the locality. 2. The granting of the variance will be consistent with the comprehensive plan's goals and policies by providing a redevelopment opportunity and retaining or increasing downtown employment opportunities and tax base. Ayes - 7 - Nays - 0. 6. OTHER BUSINESS A. 2040 Comprehensive Plan Update Cindy Gray, SRF Consulting, provided information on the 2040 Comprehensive Plan. Discussion followed. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes September 20, 2017 Page 10 of 10 B. Review of upcoming schedule and other updates. Community Development Director Bruce Nordquist stated that the next Planning Commission meeting would take place Wednesday, October 4, 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 9:48 p.m. Ayes - 7 - Nays - 0. Respectfully Submitted, /s/ Joan Murphy Joan Murphy, Planning Department Assistant Approved by the Apple Valley Planning Commission on Tom Melander, Chair . . . •••• ••••• •••• ... c. Apple11 Vlley ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 4.A. October 18, 2017 Public Hearings Description: Bigos Kelley Park Phase 111 - PCI7-16-ZB Staff Contact: Kathy Bodmer, AICP, Planner Department / Division: Community Development Department Applicant: Bigos Management, Bigos-Fortino, LLC and 1MH Special Asset 175 -AVN LLC Applicant Date: 9/21/2017 60 Days: 11/19/2017 Project Number: PCI 7-1 6-ZB 120 Days: 1/18/2018 ACTION REQUESTED: Open public hearing, receive comments, close public hearing. It is the policy of the Planning Commission to not take action on an item on the night of its public hearing. SUMMARY: Bigos Management requests amendments to the planned development zoning district, PD - 739, to allow construction of a 61 -unit apartment building on Block 9 and 114 -unit apartment building on Block 10, Legacy of Apple Dalley North. The subject properties are located on the northeast and northwest corners of 153rd Street and Fresco Terrace, south of Kelley Park. The petitioners have revised their earlier plans and have reduced the number of units in each of the buildings and the height of the building on Block 10. The proposed densities now match the maximum densities outlined in PD -739 and no longer exceed 48 units/acre. In addition, the building on Block 10 was revised so that it is four stories tall on the west end and three stories tall on the east end. The reduced height from five stories to three stories will help to make the building on Block 10 more compatible with the Orchard Pointe townhomes to the east and southeast and Legacy Square Townhomes to the south of the site. BACKGROUND: Block 9: Block 9 is located west of the landscaped boulevard of Fresco Terrace. Block 9 is currently zoned PD -739, Zone 2, which requires buildings with a mix of uses. Bigos Management plans to construct a four-story 61 -unit apartment building with a 1,100 sq. ft. "live/work" space on the first floor that will provide office area, conference room, lounge and restrooms. The "live/work" space will be available to rent by residents and the public and, along with the apartment units, will meet the "mixed-use" requirements of Zone 2. The space is intended to support home-based and entrepreneurial businesses. At 61 units, the building would have a density of 47.8 units/acre. The site plan shows that 32 off-street surface parking spaces and 28 on -street spaces will be available for a total of 60 surface spaces available; 61 surface parking spaces are required. The petitioners will provide additional garage spaces to make up the one -space surface parking shortfall. Sixty- four (64) spaces will be provided; a minimum of 61 garage spaces is required. The petitioners state that this will allow some of the units to have the equivalent of a two -stall garage. Block 10: Block 10 is located east of Fresco Terrace and is currently comprised of two parcels. The lots will need to be replatted to a single lot for construction of the single building/ the replat will be reviewed by the City Council in the future. The property is zoned PD -739, Zone 3, which allows townhouses, multiple family apartments, condominiums and assisted care facilities. The petitioners plan to construct the building with four stories tall on the west end and three stories tall on the east end. Earlier plans proposed a five -story building on this site, but the building was scaled back to better integrate the building with the townhomes and condominiums to the east and southeast of the site. A six story building would be permitted by the zoning district. At 114 units, the building density is proposed to be 46.3 units/acre (48 units/acre maximum). With 44 surface parking spaces and 28 on -street spaces, residents of Block 10 will have 72 surface parking spaces available; 96 surface parking spaces are required. The petitioners plan to address the parking shortfall by providing additional underground garage spaces. At 136 garage spaces, 1.2 garage spaces/unit are proposed. Only 114 spaces or 1.0 spaces per unit are required. The petitioners state that the 24 -space surface parking shortfall can be addressed through the underground garage spaces. Staff is concerned that underground parking tend to be less convenient, more expensive, and for some, less desirable that surface spaces. Staff is also concerned that a planned surface parking lot for Kelley Park may be used by residents of the Block 10 building. The petitioners are proposing to construct 17 "compact" parking spaces in the underground garage. The spaces would be 8.5' wide; 9' wide is what the typical parking space requirement would be. The requested spaces are consistent with previously approved compact parking spaces. Requested Zoning Amendments: The petitioners request the following zoning amendments: 1. Allow reduced building setbacks from 15' to 10'. 2. Allow compact parking stalls in the lower level garage. Block 10 proposes to have 17 of 136 spaces that are 8.5' wide, rather than 9.0' wide. 3. Use excess garage parking to make up for surface parking shortfall on Block 10. 4. Reduce parking stall depth from 20' to 18' in underground garages. 5. Use of metal panels for an exterior building material. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Map Letter Plan Set Elevations Plan Set Elevations Elevations Memo Memo Correspondence Bigos Kelley Park Phase III PROJECT REVIEW Existing Conditions Property Location: Northwest corner of 153rd Street and Fresco Terrace and Northeast corner of 153rd Street and Fresco Terrace. Legal Description: Blocks 9 and 10, LEGACY OF APPLE VALLEY NORTH Comprehensive Plan Designation MIX -Mixed Use Zoning Classification PD -739, Zone 2 (Blk 9) and Zone 3 (Blk 10) Existing Platting Platted lots. Current Land Use Vacant. Size: Lot 1, Block 9: 55,610 sf (1.277 acres) Lot 1, Block 10: 56,916 sf (1.31 acres) Lot 2, Block 10: 50,311 sf (1.15 acres) Total Block 10: 107,227 sf (2.462 acres) Topography: Flat Existing Vegetation Grasses Other Significant Natural Features NA Adjacent Properties/Land Uses NORTH Kelley Park Comprehensive Plan P -Parks and Open Space Zoning/Land Use PD -739 SOUTH Legacy of Apple Valley, The Seasons of Apple Valley, Legacy Townhomes Comprehensive Plan MIX -Mixed Use Zoning/Land Use PD -716, Zones 2 and 1 EAST Orchard Pointe Comprehensive Plan MD -Medium Density, 6 to 12 units/acre Zoning/Land Use PD -679, Zone 1 WEST Parkside Village Galante (Under construction) Comprehensive Plan MIX -Mixed use Zoning/Land Use PD -739, Zone 3 Development Project Review Comprehensive Plan: The Comprehensive Plan guides the development of the site for MIX — Mixed Uses. The lots are located in the Legacy North of Apple Valley subdivision which is part of the Central Village. The Central Village was envisioned to be an integrated, compact, mixed-use development adjacent to the City's existing downtown core. By developing the site with smaller block sizes, a one-way coupler street system, higher residential densities and taller mixed-use retail and office buildings, the area was designed to be an energetic, sustainable and walkable neighborhood. Development of the Central Village slowed down during the recession, but development has resumed in the area. The vision for the area has been tempered and refined over time to respond to the realities of the real estate market. Central Village Plan: The Central Village Plan dated January 19, 2004, provided the vision and framework for Planned Development Zoning District No. 739. The vision for the development of the area was the following: "The intent of the [Central Village] plan is to manage growth and development of the entire Downtown Apple Valley by guiding it towards the realization of specific urban design objectives for the downtown, while demonstrating strategies for mixed-use development. [...] The `urban village' envisioned in the Comprehensive Plan is to be energetic and sustainable, and provide for a variety of housing types, neighborhood commercial uses, live/work units and meaningful green spaces." Completed Central Village Projects: Residential Units Legacy Square Townhomes 105 Haralson Apartments 36 The Seasons at Apple Valley (senior continuum of care) 134 Remington Cove Apartments Phase I 101 Remington Cove Apartment Phase II (under construction) (95) Parkside Village Gabella 196 Parkside Village Galante ( under construction) (134) Total Residential 572 (229 under construction) Retail Sq. Ft. Vivo Restaurant RE/Max Real Estate 14,000 16,000 The Shops on Galaxie 45,000 Grandstay Hotel Total Office/Retail (78 -room hotel with 11,000 sq. ft. commercial/retail) 142,000 sq. ft. Park/Open Space Kelley Park Winkler Pond and Trails Total Park/Open Space Acres 8.28 8.21 16.5 Zoning: The site is currently zoned "PD -739" which allows for a mix of residential, commercial, and park uses. The petitioners are requesting amendments to the zoning designation to allow for construction of multiple family apartment buildings on Block 9 and Block 10. The petitioners state that they currently have higher demand for the 1 -bedroom units than 2- and 3 -bedroom units in their Parkside Village Gabella apartment development north of Kelley Park. The petitioners state that the current market trends favor smaller apartment living units, but include higher amenity community spaces. Examples of some of the community spaces proposed include party rooms, community gathering areas, Wi-Fi cafes, movie rooms, full exercise facilities, and an outdoor community patio area with swimming pool, grills and yard games. The petitioners wish to construct a 61 -unit building on Block 9 and a 114 -unit building on Block 10. The following amendments to the PD zoning district are requested: Summary of Requested Amendments to PD -739: • Allow reduced building and parking setbacks (from 15' to 10'). • Allow compact parking stalls in the lower level garage. Seventeen of the 136 spaces in the Block 10 garage are proposed to be 8.5' wide (rather than 9' wide). • Use extra garage parking spaces to make up for surface parking shortfall oil Block 10. • Reduced parking stall depth or width of drive aisle in underground garages. • Use of metal panels for exterior building material. The City's vision for this area has been for a higher density residential development. As the City transitions from standard suburban development to a suburban -intensive form, challenges are raised that will need to be evaluated. Currently, the highest density market -rate development in Apple Valley is the Galante apartment development at 46 units/acre which is currently under construction on the northeast corner of Galaxie Avenue and 153rd Street. The senior continuum of care, Seasons at Apple Valley, has a density of 55 units/acre. The proposed density on Block 9 would be 47.8 units/acre and on Block 10 would be 46.3 units/acre. Preliminary Plat: Not requested or required. It will be necessary for the petitioners to replat Block 10 to combine the two existing lots into a single parcel. The replat would be reviewed by the City Council. Site Plan: When the Bigos Kelley Park project was initially designed, the petitioners proposed constructing a 76 -unit apartment building on Block 9 and a 5 -story 164 -unit building on Block 10. In early meetings, the developer and City staff discussed the possibility of including an attached indoor park to the building on Block 10 similar to the indoor park at Edinborough in Edina. To make the joint use of the property work financially for the developer, the petitioners proposed to construct a 5 -story building on Block 10. On June 29, 2017, Bigos Management hosted a neighborhood meeting to present revised plans that reduced the number of units on the property and addressed some of the concerns raised by the neighborhood. Approximately 20 neighbors attended the meeting. The new plans proposed to develop the property as follows: Block 9: • 61 units on 1.3 -acres (47.8 units/acre) in a 4 -story building. • 1,100 sq. ft. live -work space provided that includes office, lounge area, conference room and rest rooms. • Access to underground garage from west on Galante Lane. • Surface parking lot access west from Galante Lane and south from 153rd Street. • 64 garage parking spaces provided (61 garage spaces required); thirty-two (32) surface parking spaces and 28 on -street spaces for a total of 60 surface spaces provided (61 surface spaces required). The petitioners propose making up for the surface parking shortfall by providing additional garage spaces. • Rooftop deck. Block 10: • 114 units on 2.46 acres (46.3 units/acre) in a 3- and 4 -story building. • Access to underground garage from north off of Fortino Street. • Access to north surface parking lot from Fortino Street. • 136 garage parking spaces provided (114 required); 44 surface parking spaces and 28 on street spaces provided for a total of 72 surface spaces (96 surface spaces required). Petitioner plans to address surface space shortfall by providing extra garage spaces. Total parking spaces provided 208; total parking spaces required 210. • Outdoor swimming pool and outdoor community area. • Rooftop deck. Floor Plan: Preliminary floor plans have not yet been submitted, but the petitioners state that the one bedroom units will range in size from 650 sq. ft. to 750 sq. ft. and two bedroom units will range from 1,000 sq. ft. to 1,400 sq. ft. Some two-level "penthouse" style units will also be constructed within the building. The petitioners state that there is market demand for smaller units in buildings that provide higher amenity community spaces. Both buildings will have amenities including community rooms, club rooms, theater, and fitness centers. Both buildings will have a rooftop deck and Block 10 will have an outdoor community space with pool, patio, grilling stations, bocce ball court and a dog run. Grading Plan: The grading plan was reviewed by the City Engineer and his memo is attached. Issuance of the building permit will be subject to final review and approval of the grading plan by the City Engineer. Elevation Drawings: The exterior building materials are proposed to be a combination of cementitious panels and lap siding, brick, architectural concrete veneer, and metal panel siding. Additional information is attached concerning the proposed metal panel system. The petitioners have been asked to provide a sample of the proposed metal panel material. The rooftop height of the two buildings varies with the tallest section on Block 9 at 51' and 48' for Block 10 in the 4 -story section on the west side. The 3 -story building on Block 10 will have a maximum height of 37'. The maximum building height allowed in Zone 2 is 80' (6 stories) and Zone 3 is 60' (4 stories). Landscape Plan: A variety of plantings are shown for both Blocks 9 and 10. Currently, the landscape value of the plantings is at approximately 1% of the construction value of Block 9. The site is very constrained and staff expects that there will be credit given for the amenities proposed on the rooftop deck. Block 10 has more greenspace and is currently at a value of 1.7% of the value of the construction of the building. Block 10 will also have an outdoor pool and community patio area along with a rooftop deck. Staff expects that there will be credit given for the outdoor amenities provided on the site. Municipal Utilities: The utilities plan was reviewed by the City Engineer and his memo is attached. Issuance of the building permit will be subject to the final review and approval of the utility plan by the Engineer. Utilities are stubbed into the site and available. An 8" water line would need to be removed from Block 10. The City Engineer will need to review to determine whether the removal could be done privately with an executed Design and Private Installation Agreement or as part of a public project. On Block 9, the petitioners plan to reconfigure the existing stormwater infiltration basin and will add a surface basin and underground infiltration structure to manage the stormwater. The infiltration basin on Block 10 will be maintained in its current location. Street Classifications/Accesses/Circulation: • Foliage Ave (80' ROW) — Minor community collector. No direct access is proposed from Lot 1 0 to Foliage Ave. • 153rd Street (64' ROW) — One-way west -bound minor community collector. Block 9 has access from 153rd Street to parking areas on the south sides of the building. • Fortino Street (60' ROW) Local access street. Access to Block 1 0's surface parking and underground garage will be taken from Fortino Street. • Galante Lane (75' ROW) Local access street. One drive access to Block 9 surface parking lot. • Fresco Terrace (51' ROW plus planted center median) Local street designed as a landscaped parkway entrance to Kelley Park. No access to either site proposed. Pedestrian Access: The primary focus of the central village is to create a pedestrian -oriented neighborhood that can easily be accessed on foot and bicycle. Sidewalk links are shown throughout the two sites providing access to surrounding streets. The first floor apartment units are planned to be walk-up units similar to what was constructed at the Parkside Gabella site and what is currently under construction at the Galante site. Walk up units provide a second access for residents to the street and provide increased pedestrian activity. Public Safety Issues: None identified at this time. The police department is likely to be concerned about the availability of resident parking and the prohibition of overnight parking on public streets. Overnight on -street parking has been an issue at the Parkside Gabella building. Residents find it convenient to park on the street in front of their units. On -street parking is prohibited between 3:00 a.m. and 6:00 a.m. Recreation Issues: Park dedication is expected to be a cash -in -lieu of land dedication. Signs: No sign approvals are given at this time. No signs maybe 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. Public Hearing Comments: To be taken. LIBRARY 4111';'117 KWIKTRIP 3,972 20,440 • ST W .44444,141C-SQ.T.A, SVCECENTk ILLGRES72 4,960 1.71AIALON BLDG. 25,588 W LEY Kelley Park,:- FORTIN® 153RD ST VV FOUNDERLNft *Aftz M64.11 rillarfirkVeliirL4VJ71E-114141Aill eartligikli Firm r gs ‘f gob. Vitaisi ' 1 111 ..,..,.._.,416,.0 eg 7, „you. Ar4f11=2. am ...41c,pimi ir,a, Le illirliii Ware" linlesin 0.1 r...1 .sallhispla ei rdawelp.. 1#71107164,4 zia "rikiliac:4:41,j,.... _ 150TH ST W w w w X J INS 150TH ST W C I5ISTSTW GABELLA ST MIX 152ND ST W P w w c� J 0 L.L MD 157TH ST W FOUNDERS LN MIX HD SITE FLOWER WAY MD 154TH ST W FLIGHT WAY WIt raW 7 lI 2 y� fr‘A la Outwp Fra , _eii,4 11014V= I i VIA *WA . " L IV° -1 /0 1 a Nom QV/ 9.) , kilk vePraimil(71161:27Voi 4-41"‘' .--Wrilikv $120.11R-av 0 rim -% 1. OA- %__a_d_ •..,.# J1gt16i4, Akar Velierlair I A AL/ _ krIPIFWV1, so. ant" a. Inowrgimt# % 1 -....or -'_____Iginfammve .iim Wirt", 01 117... 211161,11 qmpi FA _ii_it LIMB 511112190Ed IF MT" Cr- -Parlilli_girl.i- Rm.R�"�r„ li th Foliage Ave • SBLISUEAERIALBLS K •AND1t CU A Y SFAPPLEVALLEYNSRT 9/20/2017 Bigos Kelley Park Phase III - Lot 9 & 10 Regarding: Project Information Project Description The Kelley Park Phase III project is located south of Kelley Park on Lots 9 and 10. Two market rate apartment buildings are proposed - Lot 9 would be 61 units in four stories of wood construction over a below -grade parking garage; Lot 10 would be 114 units split between three and four stories of wood construction over a below -grade parking garage. Both buildings would contain a mix of one bedroom and two bedroom units — one bedrooms range from 650 S.F. to 750 S.F. and two bedrooms range from 1,000 S.F. to 1,400 S.F., including a select number of two-story "penthouse units." The units would be finished with high-quality materials such as quartz or granite countertops, stainless steel appliances, and wood cabinetry. Amenities are located throughout both buildings, including a community room, club room, theater, and fitness center. Both buildings feature a rooftop deck, extensive landscaping at grade, including a pond, and "walk-up" decks at all first floor units. Lot 10 features an outdoor community space with a pool, patio space, bocce ball court, grilling stations and a dog run. Lot 9 would have a public Live -Work space with offices, meeting space, and flexible workspace, equipped with Wifi and technology to facilitate a productive work environment. The Live -Work space would be available for use by both residents and the surrounding community. Live Work Space The Bigos Kelley Park Apartments will feature a live -work space for both residents and the community to utilize as a flexible space for work, meetings, studying and gatherings. The approximately 1,100 SF space will be located on the south-east corner of Lot 9, facing adjacent retail/commercial space and visible from Galaxie Avenue. The space will be divided into two areas — an approximately 600 SF office area and an approximately 500 SF lounge/lobby space. The office space will have a conference room, which could be reserved for meetings, and two private offices that could be rented or contracted out to individuals, or used as a quiet, flex work space. The lounge/lobby space will be a casual meeting area with coffee -shop style work spaces — lounge furniture, bistro tables, and "laptop bars" (counters and high seating). A public restroom will be located off this space. Data and technology will be provided throughout these spaces, including wi-fi and monitors/televisions to use for presentations and group work. Exterior signage and designated parking spaces are planned to make this space accessible to the public. Proposed Setbacks (Amendments to PD -739 to allow reduced setbacks — from 15' to 10') This application includes a requested amendment to PD -739 to reduce certain setbacks on Lot 9 and 10 for the purposes of achieving the optimal building and site configuration to meet the goals and needs of both the neighborhood and the development. On Lot 9, the proposed setbacks would be reduced from a 15' minimum to a 10' minimum on Fortino Street and Fresco Terrace. On Lot 10, the proposed setbacks would be reduced from a 15' minimum to a 10' minimum on Fortino Street, Fresco Terrace, and Foliage Avenue. Tel: 612.879.6000 X301 American Blvd Z. Suite 100, Bloomington, MN 5s425 Page 1 of 2 www.kaaswilson.com A series of design strategies were developed for the project based on interactions and feedback from the city and neighborhood. The proposed setbacks are a critical component to accomplish these design strategies by maximizing the site, focusing on pedestrian engagement, and responding to the surrounding context. Design Strategies • Activate and engage the streets o Kelley Park and the surrounding neighborhood is developing into a vibrant, walkable area with increased pedestrian activity. The proposed buildings were designed with this in mind. Walk-up decks at all first floor units contribute to a lively, active streetscape • Maintain views of the park for the surrounding neighborhood o The building on Lot 10 has been positioned to preserve views of the park from the neighboring townhomes • Provide green space and vegetative buffers o Create green spaces on the sites as an extension of Kelley Park o Tree lined streets shade sidewalks and soften the transition from park to building o Ponds on both lots to accommodate storm water run-off and as a landscape feature • Minimize vehicular traffic through Kelley Park o Lot 9 parking is located south of the building to minimize traffic impact on the park area o Lot 10 parking is aligned with the existing public parking and located on the far east side of the site, pulled as far from the park center as possible. • Create a gateway to Kelley Park through Fresco Terrace o Frame Fresco Terrace with symmetric architectural features as a gateway to those entering the park • Context, scale and mass o Create a transition in scale from the commercial development to the west and south towards the multi- family residential townhomes to the east — the Lot 10 building steps from four stories to three stories where adjacent to the neighboring townhomes. o Emphasis on pedestrian scale with walk-up units and more articulated base with masonry detailing including Architectural Masonry and brick coursing to create visual interest and texture where most visible to pedestrians. o Break down overall mass of building and create depth with three-story bays, the four story mass of the building is recessed six feet Lot 9 Unit Type Units Bedrooms One Bedroom Small (660 SF) 20 20 One Bedroom Large (750 SF) 11 11 Two Bedroom 30 60 Total 61 91 Parking: 124 Stalls (Garage: 64 stalls / Surface: 32 / On -Street Parking: 28) Lot 7 0 Unit Type Units Bedrooms One Bedroom Small (660 SF) 32 32 One Bedroom Large (750 SF) 43 43 Two Bedroom 39 78 Total 114 153 Parking: 208 Stalls (Garage: 136 stalls / Surface: 44 / On -Street Parking: 28) Tel: 612.879.6000 1301 American Blvd E, Bloomington, MN 55425 www.kaaswilson.com Page 2 of 2 9Z1799 NN `A311VA N3C1109 `CIA1E1 VIVZAVM 9ZE8 INOINBOVNVIN S0019 17Z1.99 NIAI`A3TIVA 31ddV `133?:1_LS ONI12,10d 989 6 NO019 NUVd A3113)1 ha; RY TTA E/ REMOVALSLAN CD CITY OF APPLE VALLEY REMOVAL NOTES: REMOVAL NOTES: EX. I CONTOUR ELEVATION INTERVAL REMOVALS LEGEND: DSI( REMOVAL OF MATERIALS NOTED ON THE DRAVVINGS SHALL BE IN ACCORDANCE VVITH IVINDOT, STATE AND LOCAL REGULATIONS. R OVA F R VAT T T A CO R AT T T TY OVV R R R TO ce> REIVIOVAL OF PAVEIVIENT AND ALL BASE IVIATERIAL, E LAR AC ES TO T E TE A E MA NTA NE F R E ERY AND N ECT N NEAREST JOINT FOR PROPOSED PAVEIVIENT CONNECTIONS. T E TRACT HA RC LAT N F AD ACENT TREETS E E TH T REMOVED IVIATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE VVITH STATE AND LOCAL REGULATIONS. APPROXIIVIATE. COORDINATE VVITH PROPOSED PLANS. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT NO ROAD CLOSURES SHALL BE PERIVIITTED VVITHOUT APPROVAL BY THE CITY. RO RTY N AL R N RA N TR CT N TS N R R NG EXCAVAT N AY E E AT T E D RET N T E TRACT R OTHERVVISE NOTED ON THE DRAVVINGS. VVORK VVITHIN THE GENERAL CONSTRUCTION LIIVIITS A AS A ROV BY T E OVVNERS RE RE ENTATIVE AN T E TY R R TO N R R TS DE F T E GENERA CON TR T N TS A E AL OVVE AS SHOVVN ON THE PLAN AND PER CI, REQUIREIVIENTS. DA AG EYO E R ERTY TS CA E BY NSTR CT N ACT TY A E PA RED N A IVIA NER A ROV BY T N N R/LA CA ARC T CT R N 999 MAI `A11VA N:1100 'CIA -19 VJVZAVM 92 11%131N3OVNVIN S0019 17Z1-99 MAI `A311VA 31ddb `133aLS ONI_LIOd 889 6 N3019 `NNVd A3113N L!LIJ LJ RY TTA E/S L- ------- 0 s ETI S „9 s „9 m „2 SITE LAYOUT NOTES: .s! TRACTO HA FY CAT LAYO T AL T TS TO T IAN RA A N T CT T T NCATE LAN N BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIIVIITED TO, LOCATIONS OF EXISTING CONCRETE PAVEMENT AS SPECIFIED (PAD OR VVALK) 1 1 1 1 1 TRA T NAL A OVV " LL AREAS IN ACCORDANCE VVITH A.D.A. REQUIRENIENTS-SEE DETAIL. CROSSVVALK STRIPING SHALL BE 24" VVIDE VVHITE PAINTED LINE, SPACED 48" ON CENTER FOR THE SITE. ANY REVISIONS REQUIRED AFTER CO1VIIVIENCEMENT OF CONSTRUCTION, PERPENDICULAR TO THE FLOVV OF TRAFFIC. VVIDTH OF CROSSVVALK SHALL BE 5' VVIDE. TO CAT NA AD T TS HA CTE AT N A T NA T TO A T PAV NT MA N A T N LO N OT RVV N T NTS T T LAY T A A ROV BY T ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IVIATERIALS. STAKE AN TT TY AL N T RVV OT N T THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, ALL CURB RADII ARE IVIINIIVIUIVI 3' UNLESS OTHERVVISE NOTED. TH NTRACT FY NDAT N N TE T T N CA REPORT PRIOR TO INSTALLATION OF SITE IIVIPROVEIVIENT IVIATERIALS. AND DIIVIENSIONS PRIOR TO SITE IIVIPROVEIVIENTS. NTRACTO HA FY 00 NAT AN LOCAT N T A STAK EV EVV A A OVA BY T OVVN RS NTAT PA N TO ET PARA N LAR T EX ST N N N PRIOR TO INSTALLATION OF FOOTING IVIATERIALS. AND VVALKS ARE APPROXIIVIATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEVV AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND A T T AT AR TO NIA N A TO T T DANIA TH A SHALL BE AS SHOVVN ON THE DRAVVINGS. CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUIVIENTS. TH NTRACT T RAVV N SA AS CITY OF APPLE VALLEY SITE SPECIFIC NOTES: FABRICATION FOR ALL PREFABRICATED SITE IIVIPROVEIVIENT MATERIALS SUCH AS, BUT RESERVED FOR CI, SPECIFIC NOTES. 999 MAI `A311VA N3C1100 aAl9 VJVZAVM 92 11%131N3OVNVIN S0019 17Z1-99 NV\I `A311VA 31ddb `133aLS ONI_LIOd 889 6 N3019 `NNVd A3113N E/S TTA RY Lu' 2 GRADING PLAN 0 if - 1 JD *1,171 C\: ,? ;4e tc'es" N ET Ft ON, GRADING NOTES: GROUNDWATER INFORMATION: GRADING PLAN LEGEND: riuj 6, g) ii !I ri g Lcil LL'il b 6 ILJ LjL, I IL( In' E LO" acel Lci, ili h LIH 4,1 fic',' Lib li i LN Lccta 11 ili L!,ii Li-n!Le1 :Lk' 41 LH 1 !II: "La L!fil 2 i H P,,,J)La_ ci ;) -2i h,9 -i 12E41 Li)JCPII hg, LaA LL,T1 1$) i d IgLaLE ILEJ-5` c7, EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OF, IMPORT SUITABLE MATERIAL TO THE SITE. LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN E CAVATE TO FR AREAS T E F RT ER EXCAVATE R RE RADE A TOC E N F ACCORDANCE WITH THE REQUIREIVIENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANK1VIENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD GRAD G AND EXCAVAT A T T E AL E ERF R D N RDAN E T T FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME 2, IVIAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. z,) PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL ,PES 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO ECT T E E NEER AN HA E ETE A EAS AS D RECT BY T E SOILS ENGINEER. THE SOILS ENGINEER SHALL DETEWINE WHICH SECTIONS OF THE STREET OF, cc; RESERVED FOR CI, SPECIFIC GRADING NOTES. SEE SWPPP ON SHEETS SW1.0-SW1.5 E RE E RAF A FE D E F F N ED RADE A E TA E TO T E 8 PD 999 MAI `A311VA N3C1100 aAl9 VJVZAVM 92 11%131N3OVNVIN S0019 17Z1-99 NV\I `A311VA 31ddb `133aLS ONI_LIOd 889 6 N3019 `NNVd A3113N L)J E/S TTA RY COORDINATE VVITH ARCHITECTURAL AND IVIECHANICAL PLANS. MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (IVIMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIIVIITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS CATCH BASINS AND IVIANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH RACT FY CAT EVAT EX AN UTILITY LEGEND: SHALL BE PEFRIVIITTED VVITHOUT APPROVAL BY THE CI,. PLAN DO NOT REFLECT SUIVIPED ELEVATIONS. NOTIFY THE ENGINEER OF DISCREPANCIES OF, VARIATIONS FROIVI THE PLANS. ATE VALVE VALVE OX § :cel Lc,J RO ED E DRA T LLe;uJ 2 L2] 0 -R. — I I cLil L°I •• -+ — :cf0 L6i ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES VVHERE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT ARE DAIVIAGED DURING CONSTRUCTION AT NO COST TO THE OVVNER. CONTRACTOR SHALL CORDINATE ALL VVORK VVITH PRIVATE UTILITY COMPANIES. NATE T E N TA LAT N GAT EEVES NE E SARY AS TO OT PACT INSTALLATION OF UTILITIES. SEPARATION TO SANITARY OR STORIVI SEVVER LINES. EXTRA DEPTH VVATERIVIAIN IS INCIDENTAL. CONTRACTOR SHALL IVIAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERVVISE NOTED. ALL JOINTS AND CONNECTIONS IN STORM SEVVER SYSTEIVI SHALL BE GASTIGHT OR VVATERTIGHT. c,L3 LL1 COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. tc, D ATE CAT N ERV E NNECT T T E HAN CAL VVATER SERVICE LINE MUST BE TESTED IN ACCORDANCE VVITH IVIN RULES, CHAPTER 4714, ATE STA LAT N ED N T E N TA LAT N T T E T CITY OF APPLE VALLEY UTILITY NOTES: UTILTIES ON THE PLAN ARE SHOVVN TO VVITHIN 5' OF THE BUILDING FOOTPRINT. THE RESERVED FOR CITY SPECIFIC UTILITY NOTES. ()COPYRIGHT 2017 CIVIL SITE GROUP INC. 9Z199 MAI `A211VA N2C1100 ViVZAV/V19ZE9 IN3IN3OVNVIN S0019 17Z1-99 MAI `A211VA 2-IddV `122aLS ONI_LIOd 999 6 N3019 `)INVd A3113)1 Lfin' THE LAWS OF THE STATE OF MINNESOTA. E/S TTA RY LANDSCAPE PLAN LANDSCAPE NOTES: ALL SHRUB BEDS SHALL BE MULCHED VVITH 4" DEPTH OF DOUBLE SHREDDED HARDVVOOD IVIULCH OVER VVEED BARRIER. OVVNER'S REP SHALL APPROVE IVIULCH ALL TREES SHALL BE IVIULCHED VVITH SHREDDED HARDVVOOD MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. BE KEPT VVITHIN A MINIIVIUM OF 2" FROIVI TREE TRUNK. tbi PLANT IVIATERIALS SHALL CONFORM VVITH THE AIVIERICAN ASSOCIATION OF NURSERYIVIEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROIVI DISEASE, DAIVIAGE D AN LA AND LANT N SYIVIBOLS - SEE SCHEDULE AND PLAN FOR SPECIES AND PROPOSED PERENNIAL PLANT SYIVIBOLS - SEE E E AN LA E E AN LANT N E DECORATIVE BOULDERS, 18,30" DIA. AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR IVIAINTAINING PLUIVIPNESS OF PLANT IVIATERIAL FOR DURING OF ACCEPTANCE PERIOD. CONDITION OF VEGETATION SHALL BE IVIONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE IVIATERIALS PART OF THE CONTRACT SHALL BE VVARRANTED FOR ONE (1) FULL GROVVING SEASONS OSSBSTANTIAL COMPLETION DATE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER LOAIVI AND SOD AS SPECIFIED UNLESS OTHERVVISE NOTED ON THE DRAVVINGS. COORDINATE LOCATION OF VEGETATION VVITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND VVINDOVVS. CONTRACTOR SHALL STAKE IN ALL PLANT MATERIALS SHALL BE VVATERED AND MAINTAINED UNTIL ACCEPTANCE. SVVEEP AND IVIAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROIVI LANDSCAPE CONTRACTOR'S ACTIVITIES. 3 EEEEEE EE c2,), (i) sr p„ gee 16-411 999 MAI `A311VA N3C1100 aAl9 VJVZAVM 92 11%131N3OVNVIN S0019 VZ1-99 MAI `A311VA 31ddb `133aLS ONI_LIOd 889 6 N3019 `NNVd A3113)1 Pon THE LAWS OF THE STATE OF MINNESOTA. E/S TTA RY ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBIVIIT IRRIGATION SHOP DRAVVINGS FOR REVIEVV PLANT SCHEDULE - ENTIRE SITE AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FACE OF BUILDING, VVALL, OR STRUCTURE IVIIN. 3'. LAYER OF ROCK IVIULCH AS SPECIFIED. PROVIDE SAMPLE TO LA D CA ARC TECT R A ROVAL R R TO STALLAT LI \ \ NTRACT T ER FY LOCAT N A N ERGR ND/A OVE RO N FA T E R T AN STRAIGHT LEADER. FULL FORIVI Acer rubrum 'Northvvood' N RT RE A E STRAIGHT LEADER. FULL FORIVI RE TY T E TRACT R AN TS AS IATE T R E T DA AGE HA E NE VVAT E EA OTEXT E FA R AS E VERIFY VVITH IVIECHANICAL PLANS.COVAGE. ARCHITECT TO IIVIPROVE APPEARANCE (RETAIN THREE 2"X4"X8' VVOODEN STAKES, STAINED BROVVN VVITH TVVO STRANDS OF WIRE TVVISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. A T READ T R H LA R R HOSE COLLARS. ALTERNATE STABILIZING IVIETHODS TRUNK FLARE JUNCTION: PLANT TREE 1,2" ABOVE COIVIPACT BOTTOIVI OF PIT, TYP. T AN E OVE LA R T R OT BALL. IF NON -BIODEGRADABLE, REIVIOVE COIVIPLETELY TO TE E E SA ER TO E E • NIULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE VVITH OVVNER'S REPRESENTATIVE. NOTES FOR IVIULCH TYPE. KEEP IVIULCH IVIIN. 2" FROIVI A SET OF AS -BUILT DRAVVINGS SHALL BE VIAINTAINED ON-SITE AT ALL TIIVIES IN AN UPDATED CONDITION. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. N A D CT BY T LA CAP ALL AUTOIVIATIC REIVIOTE CONTROL VALVES VVILL HAVE 3" MINIIVIUM DEPTH OF 3/4" VVASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE 3'' IVIINIMUM SPACE BETVVEEN BOTTOIVI OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. NOTES AND PLAN NOTES FOR IVIULCH TYPE. KEEP IVIULCH IVIIN. 2" FROIVI PLANT TRUNK ENSURE PROPER BACKFILL -TO -ROOT CONTACT E E E ERT CA E AT E E ce2 T N AN E ERV E E RY ((! STRAIGHT LEADER. FULL FORIVI Picea glauca 'Densata' STRAIGHT LEADER. FULL FORIVI SHRUBS - CONIFEROUS & EVERGREEN Juniperus scopulorum 'IVIedora. c<, N RT E N A OXVV Rhus aromatica 'Gro-Lovv. AIVI OTH DA RONZE DA SY RYSAN E rostis x acutiflora "Karl Foerster" Hemerocallis 'Pardon Me' acq gz3 Tccil z PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE TS AT T TBA N D T ENSURE PROPER BACKFILL -TO -ROOT CONTACT 1" DIA. DECORATIVE ROCK MULCH OVER FILTER FABRIC, D AN LA AND LANT N SYIVIBOLS - SEE SCHEDULE AND PLAN FOR SPECIES AND PROPOSED PERENNIAL PLANT SYIVIBOLS - SEE AN LA R AN LANT N iu2 DECORATIVE BOULDERS, 18,30" DIA. N 0 0 „0-,zz 07 co 41'111 I�'�1'III J MV d7 13' , , O c4D C'7 C'7 T M C'7 gpi CO M M F4, z „0 -.Oz ^, W ^>, sos 17, 'kr 7 , 4)'?"',";f1 II iiji '',11111111111111111,,, 011 101 g g V!! I nr...11,,01010.0., Lin PROPOSED KELLEY PARK LOT 9 z 110 16, 411 9t NN 1,11VA N.109 `0A19 ViVZAV/V\ g,C9 11%131N3OVNVIN S0019 1ZI,99 NIN `A3-11VA 2lddV `133tIlS ON1.1,10d 9889 01 N3019 `NNVd A3113)1 LL(!) Pon' RE VA LAN , REMOVAL NOTES: CITY OF APPLE VALLEY REMOVAL NOTES: RESERVED FOR CITY SPECIFIC REIVIOVAL NOTES. REMOVALS LEGEND: EROSION CONTROL NOTES: EX. I CONTOUR LEVATION INT`` ~^~~'`~^'~'~~' 1 Lii; 11 14L. :I cl li II II 1 11 li ciL!L15 11 LI:2 iiill Ll'' :1 PLIIIN c li 'L'j Lc 13 U. V (1 i :i i Lj ,T `Lch til IP L‘LN LI i r, Htil LN 11;11111111111 (?)1r1 U Rcflil L.Igij'L(7, 111111 ill'AL1111111111:111:1 Olbil cillilini!),>, , qh8c, LL:ti8 (2A i cg! 9,17gg MAI 1,11VA N.109 `0A19 V1V,AV/V\ gZC9 11%131N3OVNVIN S0019 .17Z1,99 NIN `A3-11VA 3-1dclt, 133,11S ONI1,10d 9889 01 N3019 `NNVd A3113N E/S TTA RY i",.......- imeannatmanevossvossausenatimendeut Viatazarsaiiiiii*-42:42,2*-Zarzarzzara SITE AREA TABLE: SITE LAYOUT NOTES: CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERVVISE NOTED ON THE DRAVVINGS-TAPER NTRACTO A FY CAT N AN LAY T A T TS TO SITE PLAN LEGEND: CONCRETE PAVEMENT AS SPECIFIED (PAD OR VVALK) ()QS 28 °QS EcT2,H eR" eR" ALL CURB RADII ARE IVIINIIVIUIVI 3' UNLESS OTHERVVISE NOTED. PROPOSED PROPERTY LINES, EASEIVIENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEIVIENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEIVIENTS FOR THE SITE. ANY FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. PAR NG T E ET PARA E ER EN LA T EX T NG G N N TE INCLUDING A RIGHT-OF-VVAY AND STREET OPENING PERIVIIT. PRIOR TO INSTALLATION OF SITE IIVIPROVEIVIENT MATERIALS. NTRACTO E E FY D NATE A CAT D EN N T E NG A TREE THAT A E T RE A N ARE T E R TECTED R DAIVIAG T A N TR T N AN TA E R EV E N AP ROVA BY T E OVVNERS RE RE E TAT E TO FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. INSTALLATION OF FOOTING IVIATERIALS. LOCATIONS OF STRUCTURES, ROADVVAY PAVEIVIENTS, CURBS AND GUTTERS, BOLLARDS, AND VVALKS ARE APPROXIIVIATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEVV AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. TRA RE T NAL A OVV CITY OF APPLE VALLEY SITE SPECIFIC NOTES: CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS RESERVED FOR CITY SPECIFIC NOTES. SHOVVN ON THE DRAVVINGS. A ROVAL BY THE EN EER/LAN CA E R TECT R TO FA R CAT N R A PREFABRICATED SITE IIVIPROVEMENT IVIATERIALS SUCH AS, BUT NOT LIIVIITED TO THE FOLLOVVING, A EAS E E T AN RA A E NST CTE T T E LAND CATE ACCORDANCE VVITH A.D.A. REQUIREIVIENTS-SEE DETAIL. PERPENDICULAR TO THE FLOVV OF TRAFFIC. WIDTH OF CROSSVVALK SHALL BE 5' VVIDE. ALL OTHER 9,17gg MAI `1,11VA N.109 `0A19 V1V,AV/V\ gZC9 11%131N3OVNVIN S0019 199 NIN `A3-11VA 3-Iddtf 133,11S ONI1,10d 9889 01 N3019 `)INVd A3113)1 -; RY TTA E/S 11 SITE PLAN LEGEND: CONCRETE PAVEMENT AS SPECIFIED (PAD OR VVALK) 1 1 1 TRA E T AL A OVV <:) 9,17gg MAI `1,11VA N.109 `0A19 V1V,AV/V\ gZC9 11%131N3OVNVIN S0019 199 NIN `A3-11VA 3-1dcIV 133,11S ONI1,10d 9889 01 N3019 `NNtfd A3113N L; RY TTA E/S GRADING PLAN 0 C1) • -1-1-1-1-1-1-1-1-1-1-1 —I nN13/1°;" ,)] 30VnOi -3-3 3 09 GRADING PLAN LEGEND: \Lj kI Ls. 11,111111 cst °al • sonsernmapigAmtvistotessinuenn ..1.11111.1.11ir 111"1 X IS Lr -i) —111 afikv. 3s ;113_7D,, 2,,15.17,71A( ----- a • -________ ---- • 4 1 1 / 1 \ \\\ / 1 \\\ S e 2 Lc) GENERAL GRADING NOTES: AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKIVIENT SUBCUT CUT AREAS, VVHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS VVHERE TURF IS TO BE ESTABLISHED TO A IVIINIMUIVI DEPTH OF 6 INCHES. ACCORDANCE VVITH THE REQUIREIVIENTS OF THE OVVNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COIVIPLETED BY THE OVVNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE FINISHED SURFACE VVITHIN SPECIFIED TOLERANCES, VVITH UNIFORM LEVELS OR SLOPES BETVVEEN POINTS VVHERE ELEVATIONS ARE SHOVVN, OR BETVVEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT GRA NG AN EXCAVAT ACT T E A E ER R E N ACCORDAN E T T E cy, CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY VVATER OR HAS SETTLED BELOVV THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR GRADES OF VVALKS SHALL BE INSTALLED VVITH 5% IVIAX. LONGITUDINAL SLOPE AND 1% IVIIN. AND PRIOR TO PLACEIVIENT OF THE AGGREGATE BASE, A TEST ROLL VVILL BE REQUIRED ON THE EROSION CONTROL NOTES: STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERVVISE ON THE DRAVVINGS. SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE VVHICH SECTIONS OF THE STREET OR PROPOSED RETAINING VVALLS, FREESTANDING VVALLS, OR CO1VIBINATION OF VVALL TYPES CITY OF APPLE VALLEY GRADING NOTES: RESERVED FOR CITY SPECIFIC GRADING NOTES. A E E N EF RAFNA FE E F N E GRA E AC EPTA E T THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IIVIPORT SUITABLE IVIATERIAL TO THE SITE. E CAVATE TO FR AREAS TO E F RT ER EXCAVATE R EGRADE A STO E 9t NN 1,11VA N.109 `0A19 ViVZ/V/V\ g,C9 11%131N3OVNVIN S0019 .17Z1,99 NIN `A3-11VA 3-1dclt, 133,11S ONI1,10d 9889 01 N3019 `NNVd A3113)1 RY TTA E/S :cel 0 A gt 3DVn0 _3 -3 fitt LIN awannemenimenstkvidarjariamemenat IS -0! ,____ • 0,1118 ,01 - 4 s- 9 2 CC Nfl GENERAL UTILITY NOTES: UTILITY LEGEND: RESERVED FOR CITY SPECIFIC UTILITY NOTES. A N CT N TO EX ST N T T A A DAN T TY TA DA A GAT VALV AN VALV OX RO D R DRA T LLe;.J ci ic1/4t) LEf) • 1 I —+ — ^ SHALL INCLUDE BUT NOT BE LIIVIITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS ALL STORM SEVVER PIPE SHALL BE HDPE UNLESS OTHERVVISE NOTED. NGT OW A R T TO T R STR CT R TO LAR CONTRACTOR SHALL CORDINATE ALL VVORK VVITH PRIVATE UTILITY COIVIPANIES. UTILTIES ON THE PLAN ARE SHOVVN TO VVITHIN 5' OF THE BUILDING FOOTPRINT. THE NAT T N TA LAT R GAT N EV SARY AS TO N T PACT COORDINATE WITH ARCHITECTURAL AND IVIECHANICAL PLANS. CATCH BASINS AND IVIANHOLES IN PAVED AREAS SHALL BE SUIVIPED 0.04 FEET. ALL CATCH CONTRACTOR SHALL IVIAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIIVI ELEVATIONS SHOVVN ON THIS ALL JOINTS AND CONNECTIONS IN STORIVI SEVVER SYSTEIVI SHALL BE GASTIGHT OR VVATERTIGHT. A R RANT OCAT D T D BAC N OT RVV A OV R NT R R TS ST T MA VVAT RT T NN CT T HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE VVITH CITY REQUIREIVIENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 9,1799 NV `A,FIVA N.109 `0,19 ViVZAV/V, 9,E9 IN3IN3OVNVIN S0019 tql-99 MAI `A311VA 31dcIV `133,11S ONI.Od 9889 01 N3019 NNVd A3113)1 io2ro,id E/S TTA RY 2 LANDSCAPE PLAN LANDSCAPE NOTES: ALL SHRUB BEDS SHALL BE IVIULCHED VVITH 4" DEPTH OF DOUBLE SHREDDED HARDVVOOD NIULCH OVER VVEED BARRIER. OVVNER'S REP SHALL APPROVE IVIULCH SAIVIPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL EDGING OR APPROVED EQUAL. ixatiirm** WITHIN A IVIINIMUNI OF 2" FROIVI TREE TRUNK. 3 PLANT IVIATERIALS SHALL CONFORIVI VVITH THE AIVIERICAN ASSOCIATION OF NURSERYIVIEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROIVI DISEASE, DAIVIAGE AND tbi D AN LA AND LANT N SYIVIBOLS - SEE SCHEDULE AND PLAN FOR SPECIES AND PROPOSED PERENNIAL PLANT SYIVIBOLS - SEE E E AN LA E E AN LANT N E UANTITY OF PLANTS SHOVVN ON THE SCHEDULE AND THE QUANTITY SHOVVN ON THE PLAN, THE PLAN SHALL GOVERN. N OV RY A PANCY TVV N T 4 CONTRACT SHALL BE VVARRANTED FOR ONE (1) FULL GROVVING SEASONS FROIVI SUBSTANTIAL COIVIPLETION DATE. COORDINATE LOCATION OF VEGETATION VVITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND VVINDOVVS. CONTRACTOR SHALL STAKE IN THE ALL PLANT IVIATERIALS SHALL BE VVATERED AND MAINTAINED UNTIL ACCEPTANCE. SVVEEP AND IVIAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROIVI LANDSCAPE CONTRACTOR'S ACTIVITIES. 8888ESEHnn8888 8888.8.8 s DECORATIVE BOULDERS, 18,30" DIA. ll g21 42Ir,00 „ 0 111Miiii5 i!I I 1 I I I 9t NN 1,11VA N.109 `0A19 V1V,AV/V\ g,C9 11%131N3OVNVIN S0019 199 NIN `A3-11VA 3-Idcltf 133,11S ONI1,10d 9889 01 N3019 `NNVd A3113N RY TTA E/S 2 z E E'3 ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBIVIIT IRRIGATION SHOP DRAVVINGS FOR REVIEVV PLANT SCHEDULE - ENTIRE SITE AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. BOTANICALNAME IVIIN. 3'' LAYER OF ROCK IVIULCH AS SPECIFIED. PROVIDE SAMPLE TO LAND CA E ARC TECT A ROVA PR TO STA LATI CO PACTE RAD Acer rubrum 'Northvvood' F cT) 22 w 0 z w z w w 0 ic2 < z ALL IVIAIN LINES SHALL BE 18" BELOVV FINISHED GRADE. AS D D CT BY TH LANDSCA ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE VVITH OVVNER'S REPRESENTATIVE. A SET OF AS -BUILT DRAVVINGS SHALL BE VIAINTAINED ON-SITE AT ALL TIIVIES IN AN UPDATED CONDITION. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. cc, ALL AUTOIVIATIC REIVIOTE CONTROL VALVES VVILL HAVE 3" MINIIVIUM DEPTH OF 3/4" VVASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE 3'' IVIINIMUM SPACE BETVVEEN BOTTOIVI OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. THREE 2"X4"X8' VVOODEN STAKES, STAINED BROVVN HOSE COLLARS. ALTERNATE STABILIZING METHODS TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE T ND E OVE LAP TO /3 OT L!. rc7') r:7') r:7') cc) ) ) z 0 06 0 Juniperus scopulorum 'Medora' Taxus cuspidata 'Nova' Taxus x media 'Tauntonii' ,L) Gro-Lovv Fragrant Sumac (01 rostis x acutiflora "Karl Foerster" L's 4T, as Aster 'VVoods Blue' Nepeta racemosa 'Little Title, PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE IVIULCH IVIIN. 2'' FRONI PLANT STEIVI ENSURE PROPER BACKFILL -TO -ROOT CONTACT 1" DIA. DECORATIVE ROCK MULCH OVER FILTER FABRIC, SHREDDED HARDVVOOD IVIULCH OVER FILTER FABRIC, ED E AN LA E AND LANT N SYIVIBOLS - SEE SCHEDULE AND PLAN FOR SPECIES AND PROPOSED PERENNIAL PLANT SYIVIBOLS - SEE E E AN LA E AND LANT N E DECORATIVE BOULDERS, 18,30" DIA. PERENNIAL BED PLANTING 0 e 0 IL _________,2 119-18 110-16 1 0 CO N O O cc: rn M M O N O 9 110 10Z NV M 0 M M O M O N 0 110 l0V T O T O N N O M N O I ' � LJi i i 1 /16" = 1'-0" 111,1111111,111,111,01,1111111,11111,111,, ,„ DJ ME MIMI II it41' MI MIEli ... III I 4 , .V- ml�fff� 1. "'I"'Id�d�dwd�wti4 imy��m W SU4c,1011111111111111111.1; pi J , Po �'V�Nwr" it��ill ,II' it b !,1,11111,0), 1111111111111111111111111111111, 11111111111111111111111111111111111 VVVVVVVVVVVVVVVVVVVVVVVVVVVVV!"' �di�f13U�Si6fi ti� �M1 � i III II TIS 1,1 ,1111111,1111, 11110110000000, ■ ■ 100000000000000 I 9 31P,' • ■ ■ 417,1111, 0 0 0 "-E u_ ^1 W 5 O 4-1 0 wa Mt,18'll 8PP W" -E "'MB i rr ff,' 7:3 M L fi r -I cu O i cn 0 J CITYOF Applell Valley MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: October 11, 2017 SUBJECT: Bigos Kelley Park (Parkside Phase 3) Zoning Amendments to PD -739 Review per Preliminary Plan Review dated October 11, 2017. General 1. An Encroachment agreement will be required for all decks, patios, sidewalks, etc. located within drainage and utility easements. 2. Vacation of drainage and utility easements over existing storm water facilities and water main will need to occur with final plat. Additional drainage and utility easements maybe required for public infrastructure relocations. 3. A public improvement project is anticipated with this project for the relocation of water main, storm sewer, roadway and storm water facilities. 4. All proposed retaining walls shall be privately owned and maintained. Site & Traffic 1. Provide Traffic Impact study. The analysis should review the impacts to the following intersections and include a 2030 analysis: a. Foliage and 153rd / Founders Lane b. Foliage and Fortino St c. Foliage and 152nd d. Galaxie and 152nd e. Galaxie and 153rd f. Galaxie and Founders Lane Additional detail describing the number of service vehicle types, residents and guests are required to be included in a Traffic Trip Generation memo by the applicant for internal circulation review of traffic. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring and construction of the underground garages. b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. Show truck movement with Auto turn entering site to ensure emergency and service vehicle can maneuver directly to front entrances and within the parking lots. 4. Additional Pedestrian markings and signage on public roadways should be evaluated further for safe routes to the Public Park and adjacent facilities. 5. Plans should include reference to all used City of Apple Valley standard detail plates. 6. Show locations of proposed lighting fixtures for parking lots and site. BLOCK 9 Site 1. Relocate the driveway entrance off Galante Lane (shift to the north slightly) to align with the existing driveway access to the west. 2. Existing on -street parking stalls, curb and gutter and sidewalks shall be adjusted with Galante Lane to provide angled parking with adequate separate from relocated driveway entrance. 3. The sidewalk along the south of the proposed driveway entrance should be relocated to alignment with the sidewalk connection to the north of the entrance. 4. A commercial driveway entrance is required at all access points to public roadways per AV Plate No. STR-4 or STR-5. 5. Provide pedestrian curb ramp per MNDOT standard detail plates at all driveway crossings. 6. Additional ROW or Sidewalk and Trail Easements are required for the additional sidewalk along Fresco Terrace. Sidewalk shall be per City of Apple Valley Ring Route Standards. 7. SE corner of building is encroaching into drainage and utility easement. 8. Parking lot is encroaching into drainage and utility easements in the SW corner and SE corner. 9. Removals plan should show all required patching of public roadways and sidewalks. 10. Site plan should show site line triangles at access entrances as well as on the landscape P lan. Grading, Drainage and Erosion Control 11. The City of Apple Valley Storm Water Management Plan shows public infrastructure on the site (WVR-P440.2 and WVR-P440.3). A mitigation plan for the impacted storm water basins should be provided. Public drainage contributes to these basins and future stormwater management would be required to be public infrastructure. 12. Routing of storm water goes to WVR-P440.1 to the east of Foliage. The NWL, 100 -year HWL and EOF should be indicated on plan sheets for storm water pond and infiltration basins. Hydraulic calculations shall be approved by the City Engineer. 13. Final Grading Plans shall be reviewed and approved by City Engineer. 14. Final Stormwater Management Plan shall be reviewed and approved by City Engineer. 15. Some re -grading of boulevard may be necessary to accommodate the EOF for the infiltration basins. 16. Curb cuts and pretreatment devices should be considered for infiltration basin 2. This cell should be the primary treatment of proposed parking lot. 17. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 18. Soil borings/testing shall be provided in the area of infiltration features prior to building permit authorization. Storm Sewer 19. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 20. Provide storm sewer calculations for stormwater requirements. (Rational method including Hydraulic grade lines). 21. Re-route outlet from Infiltration Basin 2. This should not be routed to underground storage, but to infiltration basin 1. 22. Existing 24" RCP from Fortino should be relocated away from the infiltration basin 1 outlet to prevent short circuiting of basin. 23. Existing 21" RCP FES from WVR-P440.3 (infiltration basin 1) shall be removed. 24. An underground infiltration system construction and maintenance agreement will be required as part of the development agreement. 25. Provide details of the proposed underground storm water system on the plans. Utility plans should clearly show system layout to ensure light poles and other obstructions are not in conflict. Sanitary Sewer and Water Main 26. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 27. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 28. 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 SER -6. 29. Remove unused sanitary and water service to the main and indicate on plans. Landcape and Natural Resources 30. Quantities and locations of trees should be indicated on plan to show diversity of species. 31. Restoration/Landscape plan should indicate required buffers and appropriate seed mixtures for infiltration area, aquatic bench and upland areas associated with any stormwater basins. 32. Landscape plan should clearly indicate drainage and utility easements and property line. 33. No major tree plantings shall be located over any underground utilities. Clusters of trees shall be used near or around these areas instead of planting in a row. The Drainage and Utility Easement will require clearance around the underground utilities, or the expectation that trees may have to be removed for access when needed. 34. Raingarden design and construction standards, plans, and details are incomplete for the project at this time. The City would recommend following the guidelines of the Dakota County LID Standards (http: //www. dakotaswcd. org/pdfs/Dakota%20LID%20 Standards%20Revised%2002-09- 12.pdf) for construction and design as well as the Minnesota Storm water Manual. a. Dakota County Soil and Water Conservation District maybe available to suggest alternative storm water practices for the site. 35. Raingardens generally need to remain offline until vegetation is established, which can be more than a year for native plant seed mixes. 36. Provide cross section and detail for the proposed infiltration basins. Proposed elevations, soil mix, plantings, etc.... should be clearly detailed. 37. The raingardens appear to currently be designed to >2.5' deep. Soils maps show that the soils on the property are likely C soils. The Minnesota Storm water Manual recommends using an infiltration rate of 0.2"/hr. for C soils. a. >2.5' is too deep a depth to infiltrate in C soils within 48 hours as required by state regulations. Raingardens should be no deeper than 6"-9" deep in C soils. Raingardens shall be designed shallower and larger in area to meet state infiltration requirements and city storm water requirements. 38. Pre-treatment is required prior to entering the raingarden. Rain Guardians have been effective for this type of proposed storm water system. 39. The raingardens shall not be installed over any utilities. BLOCK 10 Site 1. A commercial driveway entrance is required at all access points to public roadways per AV Plate No. STR-4 or STR-5. 2. Provide pedestrian curb ramp per MNDOT standard detail plates at all driveway crossings. 3. Additional ROW or Sidewalk and Trail Easements are required for the additional sidewalk along Fresco Terrace. Sidewalk shall be per City of Apple Valley Ring Route Standards. 4. NW, SW and SE corner of building is encroaching into drainage and utility easement. 5. Dog Run area is encroaching into drainage and utility easement. 6. Parking lot is encroaching into drainage and utility easements along Foliage Avenue. 7. An ISD 196 Fiber optic line exists along Foliage and should be located and indicated on P lans. 8. Proposed retaining wall to parking garage will encroach into drainage and utility easements. A detail for the proposed guard rail and fence is required. 9. Removals plan should show all required patching of public roadways and sidewalks. 10. Site plan should show site line triangles at access entrances as well as on the landscape P lan. Grading, Drainage and Erosion Control 1. Final Grading Plans shall be reviewed and approved by City Engineer. 2. The City of Apple Valley Storm Water Management Plan shows public infrastructure on the site (WVR-P440.2 and WVR-P440.3). A mitigation plan for the impacted storm water basins should be provided. Public drainage contributes to these basins and future storm water management would be required to be public infrastructure. Any onsite storm water management as well as impacted public infrastructure should be denoted on the plans. 3. Routing of storm water goes to WVR-P440. 1 to the east of Foliage. The NWL, 100 -year HWL and EOF should be indicated on plan sheets for storm water pond and infiltration basins. Hydraulic calculations shall be approved by the City Engineer. 4. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 5. Some re -grading of boulevard may be necessary to accommodate the EOF for the infiltration basins. 6. Curb cuts and pretreatment devices should be considered for infiltration basin 3. This cell should be the primary treatment of the proposed parking lot. Direct parking lot drainage to infiltration basin for treatment prior to discharge to the storm water system. 7. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 8. Soil borings/testing shall be provided in the area of infiltration features prior to building permit authorization. Storm Sewer 9. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 10. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 11. Provide detail for FES 1 which is shown through retaining wall. Sanitary Sewer and Water Main 12. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 13. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 14. 8" water main extending N -S along the eastern side of side will need to be removed and relocated to location as determined by City Engineer. 15. 8" water main along the south building line will need to be relocated to location as determined by City Engineer. 16. 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 SER -6. 17. Remove unused sanitary and water service to the main and indicate on plans. Landscape and Natural Resources 40. Provide landscape plan for review by staff. 41. Quantities and locations of trees should be indicated on plan to show diversity of species. 42. Restoration/Landscape plan should indicate required buffers and appropriate seed mixtures for infiltration area, aquatic bench and upland areas associated with any storm water basins. 43. Landscape plan should clearly indicate drainage and utility easements and property line. 44. No major tree plantings shall be located over any underground utilities. Clusters of trees shall be used near or around these areas instead of planting in a row. The Drainage and Utility Easement will require clearance around the underground utilities, or the expectation that trees may have to be removed for access when needed. 45. Raingarden design and construction standards, plans, and details are incomplete for the project at this time. The City would recommend following the guidelines of the Dakota County LID Standards (http: //www. dakotaswcd. org/pdfs/Dakota%20LID%20 Standards%20Revised%2002-09- 12.pdf) for construction and design as well as the Minnesota Storm water Manual. a. Dakota County Soil and Water Conservation District maybe available to suggest alternative storm water practices for the site. 46. Raingardens generally need to remain offline until vegetation is established, which can be more than a year for native plant seed mixes. 47. Provide cross section and detail for the proposed infiltration basins. Proposed elevations, soil mix, plantings, etc.... should be clearly detailed. 48. The raingardens appear to currently be designed to >2.5' deep. Soils maps show that the soils on the property are likely C soils. The Minnesota Storm water Manual recommends using an infiltration rate of 0.2"/hr. for C soils. a. >2.5' is too deep a depth to infiltrate in C soils within 48 hours as required by state regulations. Raingardens should be no deeper than 6"-9" deep in C soils. Raingardens shall be designed shallower and larger in area to meet state infiltration requirements and city storm water requirements. 49. Pre-treatment is required prior to entering the raingarden. Rain Guardians have been effective for this type of proposed storm water system. 50. The raingardens shall not be installed over any utilities. Apple Cityof Valley MEMO Community Development TO: Bruce Nordquist FROM: Kathy Bodmer, Planner DATE: June 30, 2017 SUBJECT: Weekly Notes Item - Bigos Kelley Park Phase III Project Neighborhood Meeting Bigos Management held a neighborhood meeting on June 29, 2017, at the Gabella at Parkside Apartment building to discuss their upcoming Phase III project south of Kelley Park. Approximately 20 residents attended, who appeared to be mostly from the Orchard Pointe Townhomes development east of Kelley Park. The following is a brief summary of the questions and issues raised. 1. Concern raised about speed limit on Foliage Ave - can be reduced from 45 mph? 2. Residents request that a traffic study be conducted to ensure safety of not only of vehicles, but also pedestrians. 3. Additional parking is needed for the summer season, especially Music in Kelley Park. Staff stated that master planning is underway and final locations are yet to be determined by the Parks & Recreation Department. 4. Requested that the project provide space for pets for the residents. A dog run is planned. 5. Three dimensional renderings of buildings are needed to provide an idea of massing and scale compared to surrounding streets. KWA will provide. 6. Orchard Pointe Townhomes requested use of the live/work space to conduct their monthly neighborhood meetings. This is a detail is to be worked out directly with Bigos. 7. Ensure nice landscaping. 8. Residents responded favorably to the redesign of the building on Block 10 from five stories to three stories. 9. KWA prepared a drawing highlighting view corridors demonstrating that views of Kelley Park will not be impeded. 10. A resident of Gabella asked whether the band shell could be redesigned to help mitigate some of the sound during Friday night Music in Kelley Park. 11. Porta -Potties at Kelley Park are unsightly. A request was made to either improve and expand the toilet building or to place the potties inside of a wooden structure. 12. There is no stop sign for the Foliage Ave Medical Building. Requested that the City review. 13. Construction phasing would be Lot 10 to begin/finish construction first with Block 9 providing staging. This is seen as the best for construction staging and build -out of Galante building. RESIDENT CORRESPONDENCE OCTOBER 2017 DEVELOPMENT PLANS From: [mailto: Sent: Friday, October 06, 2017 8:51 AM To: Murphy, Joan Subject: I don't understand Good morning. Regarding Planned Development No. 739 south of Kelley Park. As a home owner in Orchard Pointe for the past 16 years, I have seen a vast amount of development in this area, beginning with Home Depot. However, there are alot of things about this particular plan that I do not understand. 1. Why do you ask for input from the community AFTER construction has begun. 2. Why are you taking part of what is, or could be, Kelley Park (perhaps expand the park, not limit it) 3. Ido understand the city's need for tax revenue but when is enough enough (or is there never enough). 4. Traffic volume, with 4 new apartment buildings plus a Co-op being erected in this area - it is bad now. Thank you. Florist Circle Apple Valley, MN 55124 From: - [mailto: Sent: Sunday, October 08, 2017 5:13 PM To: Murphy, Joan Subject: Apple Vally Notice of Hearing To Whom it May Concern: live in the townhouses on 154th Street, between Foliage Avenue and Flagstaff. I am against the building of any more apartments or condos in this neighborhood. In the last year, several multiple family housing units have already gone up just to the west and south and north of the area in the attached map. We do not need any more. am against building more units because it will limit the area of "green space" surrounding the park. We will not be able to enjoy the park if all we can see are more buildings. Also, traffic is already busier because of the recent housing units that went up. Sincerely, 154th Street West Apple Valley, MN 55124 . . . •••• ••••• •••• ... c. Apple11 Vlley ITEM: 5.A. PLANNING COMMISSION MEETING DATE: October 18, 2017 SECTION: Land Use /Action Items Description: Ryan Real Estate Redevelopment - PCI 7-09-ZCB Staff Contact: Kathy Bodmer, AICP, 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: PCI 7-09-ZCB 120 Days: 10/18/2017 ACTION REQUESTED: 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 compliance with all City Codes, the submitted plans, and the following conditions: 1. Approval of the conditional use permit is conditioned upon approval of the PD ordinance amendment to provide for a drive-thru facility as a conditional use. 2. The conditional use permit shall not be issued until the public project improvement contract is awarded for right-of-way improvements to 147th Street West (between Cedar Avenue and north Glazier Avenue). 3. 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 a Conditional Use Permit for Temporary Outdoor Storage of an 8' x 20' refrigerated storage box subject to compliance with all City Code, the submitted plans, and the following conditions: 1. Approval of the conditional use permit is conditioned upon approval of the PD ordinance amendment to provide for temporary outdoor storage of a storage container as a conditional use. 2. The container shall be placed in the location on the site identified in the approved site plan. 3. The container area shall be maintained in a neat and sanitary condition, free from trash and other debris. No other outdoor storage permitted. 4. Use of the storage container shall not exceed 60 days per calendar year, unless an extension is approved by the City Council. 5. The storage container shall not exceed 8' x 20' and the color of the container must be painted a similar color that matches the color of the primary building exterior. 6. The container shall be located on a paved surface constructed to specifications as approved by the City Engineer. 7. The container shall be screened by a minimum 8' tall wall constructed of the same exterior building materials as the primary building. 8. The container and screening wall shall not interfere with vehicular or pedestrian traffic on the site or be located within parking stalls as to result in the site not meeting the required parking stalls in accordance with the regulations elsewhere in this Code. 4. 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. Approval of the site plan/building permit authorization is subject approval of the PD ordinance amendments. 2. Approval of the site plan/building permit authorization is subject to approval of the conditional use permit for a double-drive-thru lane. 3. Approval of the site plan/building permit authorization is subject to approval of the conditional use permit for an 8' x 20' refrigerated storage box. 4. 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. 5. The owner shall submit a treatment plan for preservation of the existing ash tree on the site or the tree shall be removed. 6. No sign approvals are given this time. A separate sign permit must be obtained prior to the installation of any signs on the site. 7. The drive-thru pre -order sign is not approved. No signs shall be installed prior to the issuance of a signpermit. 8. The northern driveway access at Glazier Ave shall be designed for right -in enter - only access. 9. Civil plans are subject to final review and approval by the City Engineer at the time of application of the building permit. 10. Alighting 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 Dalley Commercial Addition). The proposed development would involve the demolition of the existing multiple -tenant office building and construction of 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 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-seven (97) spaces are provided on the site. The following items have been addressed since the August 16, 2017, Planning Commission meeting. 1. Location of bicycle racks. The bicycle rack is shown just east of the front doors. 2. Width of sidewalk in front of the outdoor dining area. The sidewalk in front of the outdoor dining area meets the minimum requirement of 5'. 3. Pre -order board. Pre -order boards are not permitted by the sign code. A separate sign variance would need to be obtained. 4. TDU encroachments. Portillo's shifted the parking lot to the east to remove the parking lot from the County's trail, drainage and utility (TDU) easements. The double drive- thru still encroaches into the easement, but the County states that a right-of-way permit may be obtained for the encroachment. 5. Temporary outdoor storage of refrigerated container. Standards for allowing temporary outdoor storage are now included in the draft ordinance amendment. Portillo's has provided an updated elevation showing the screening wall of the dumpster enclosure lengthened to screen the temporary container. 6. Inter -planting new trees with existing trees along Cedar Ave. Planting new trees in between the existing trees is no longer shown on landscape plan. Instead, the petitioner is adding benches with surrounding plantings along Cedar Ave. The existing trees will be protected during construction. 7. Does the landscape plan meet 2-1/2% value? At time of application of the building permit, the petitioner will need to provide a nursery bid list that confirms this requirement has been met. Irrigation, decorative paving, statuary and permanent landscape structures may be counted toward the landscape budget. 8. Distance of southwest parking curbline from existing Cedar Ave trees? Scaling indicates the curb will be about 7' from center of the existing trees. Expected Traffic Impacts on Area Intersections: A traffic study was conducted which found that the intersection of 147th Street and Glazier Ave, Cedar Ave and 147th Street, and the drive access off 147th Street to the Cedar Marketplace site 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. A regional solution, including modifications to area intersections and construction of a roundabout has been discussed. The traffic study indicates that the proposed improvements would address future traffic needs in this area. The proposed street improvements are tentatively scheduled to be discussed with the City Council at its October 12, 2017, Informal meeting. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Ordinance Plan Set Plan Set Memo Memo Memo Map Report Exhibit Correspondence Correspondence 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 — A plebee'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. • Allow outdoor storage of 8' x 20' refrigerated storage box limited to no more than 60 days, when certain conditions 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 6'. • Allow signs and murals to be painted directly on the building. • Allow a water tower feature with lettering above the roofline. • Allow increased height of a building from 30' to 35' to ensure the water tower feature does not exceed the maximum height requirement. 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. See Signs for more discussion. 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 corner of the site abutting 147th Street will be removed. On Glazier Ave on the east side of the site, two access points are proposed: a right -in enter -only access and a seconfull 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 corner 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 97 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. The petitioner proposes 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. The petitioner modified the north elevation adding false bricked windows and other architectural features to ensure that all four sides of the building will have equally attractive design. Adjacent intersection impacts: See Street Classification/Circulation. Easement encroachments: The plans have been revised by shifting the parking lot to the east so that the parking lot curbline no longer encroaches into the County's trail drainage and utility (TDU) easement. Currently, only the double drive-thru lane encroaches. The County staff state that the drive-thru lanes would be permitted subject to obtaining a County Right -of -Way permit and replacing the removed plantings at a ratio of 1:1. 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 with 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 modify the PD zoning to increase the allowable height to 35'. The north elevation of the building was revised to address staff's concern about the north elevation appearing to be the "back of the building". The screening wall screening the north side of the dumpster enclosure will be extended to provide screening of a requested temporary outdoor storage of an 8' x 20' refrigerated storage container that is requested for the holiday season. 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. 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 may qualify toward the landscape budget. Additional trees and small plantings were added to the landscape plan to enhance the overall site appearance. The landscape plan shows that the existing trees along Cedar Ave will be preserved and new trees will not be planted in between the existing trees. 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. The following traffic improvements are proposed to address and improve traffic circulation in the area: 1. Eliminate site driveway access onto 147th Street. 2. Extend the median from the Cedar/147th Street intersection to the east, through Glazier Ave, to convert 147th Street/Glazier intersection to right-in/right-out access only. 3. Construct a roundabout or an extended roundabout to allow for a safe u -turn maneuver to turn right and then loop to the west to access Cedar Ave. The traffic study finds that these improvements will address the expected 2030 traffic levels. 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. ins: No sign approvals are given at this time. No signs maybe 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 is very strict with sign code regulations to ensure all businesses are treated equally. 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. Staffresponse: 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 have arranged a shared parking agreement with the owners of the Commons I property east of the proposed Portillo's site. 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 proposed 147th Street traffic improvements are made. If traffic is flowing smoothly, significant delays at 147th St and Glazier Ave are not expected. 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: Extensive review and analysis has been conducted of projected increases in traffic levels and intersection impacts resulting from the proposed development. The petitioners' traffic engineer prepared a traffic study which was thoroughly analyzed by the City's traffic engineer. City staff is confident that the information provided is sufficient to address this development proposal. 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. (3) Temporary outdoor storage of one refrigerated storage container in connection with a Class I restaurant, subject to the following conditions: (a) The container shall be placed in a location on the site approved by the City Council. (b) The container area shall be maintained in a neat and sanitary condition, free from trash and other debris. No other outdoor storage permitted. (c) Use of the storage container shall not exceed 60 days per calendar year, unless an extension is approved by the City Council. (d) The storage container shall not exceed 8' x 20' and the color of the container must be painted similar in color (hue, intensity and value) as the primary building exterior. (e) The container shall be located on a paved surface constructed to specifications as approved by the City Engineer. (0 The container shall be screened by a minimum 8' tall wall constructed of the same exterior building materials as the primary building. (g) The container and screening wall shall not interfere with vehicular or pedestrian traffic on the site or be located within parking stalls as to result in the site not meeting the required parking stalls in accordance with the regulations elsewhere in this Code. 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: 2 § 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. 3 MINIMUM BUSINESS AREA STANDARDS AND REQUIREMENTS FOR DESIGNATION NO. 290 4 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 6 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'h 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/ Oneortwostory __ __ 3,960* (11)** _ ___ Three or four story -- -- 2,720* -- -__ - 4 (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. 5 ATTEST: Pamela J. Gackstetter, City Clerk 6 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. J.8 SNOISI��2� •ON tele L L/90/20 1.110 80d a�(1SS1 MW8 LL/./90 M.. A110 80A a8(1SS1 MW8 LL/LO/LO S1N1WW00 A110 SS.00IV Ol 'n88 MW8 L L/ LZ/LO ib111W8(1S 11W.I,d ONIEIVNMd MW8 L L/ LO/90 S1N8WW00 S01,1H0d 'GOV Ol 'A. MW8 LL/LO/90 S1N8W11001.110SS GOVOl'A. MW8 LL/6Z/90 M81n. 1.110 a8f1SSI WOO• N,I0H-A33 W 1>1 •MMM L61,-5179-.9 3N0Hd 17,,,9 NW ` nvd •1S `NE.311f1S `1S3M 311N3nb' AlIS2�3nINf1 0992 •0NI `S31VIOOSSV ONV N,I0H-A33W1N L1,2© UJOH ((<Alw! CL. ON 01l L LOZ/6Z/80 31da NW Nd1,13.11M 'W NVI. b'lOS3NNIW 8081V_LS8,80SMV-I8H1H.Nn2188NION8 -IVNOISS380Hcl 43SN3011 A1f14 V Wb' 11V, aNVNOISIAH.11S1082114AIN H.Nn2108W A8 CIAHVd821d SVM 1HOd821 HO N011`d018103dS `NVld SI, IV, A8112180 A83213H 1 MEI'. A8 CI NOAH0 8b'`M�`re A8 NMb21a AAM, A8 48N9IS8a NMOHS SV BIdOS LLOZ/6Z/90 31`da 0.' L'900,CL09 L 103r0Hd 133HS IDno0 NW `A211VA 2lddb S3I12i3dO2id H�unr� Z o Li] W 2 CA SITE DEVELOPMENT PLANS 1 Z OC w Z DRAWING SHEET TITLE COVER SHEET DEMOLITION PLAN GRADING AND DRAINAGE PLAN ALTA SURVEY SHEET NO. OWNER / DEVELOPER LAUNCH PROPERTIES z U r n■ v ■ z NOlLonaLSNOO HOd _ON - ANN I V 1l1Dld o >, Las�ca IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22" X 34" SHEET. COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION THE MILESTONE DATE IN PROJECT DOCUMENTS. •out 'sa}oioossy puo uaoH-,.1.1,1 o} nC,IN.11 }noy}inn aq IIoys •out `sa}oioossy Puo uaoH-x.11-.!>1 Aq u01}o4opo pup uol}oZlaoy}n. ua}}iann }noy}inn }uauanoop sly} aa0oadua1 pup }o asnad paaodaad sone }i y�iynn ao} 1.uai10 pup asodand oi}ipads ay} ao} XI.. Papua}ui si aoinaas }o }uauana}sui uo so uiaaay pa}uasaad su6isap Puo s}daouoo ay} y}iM aay}a6o} }uauanoop siyl uad5-17 :5 - L LOZ `6Z lsn6ny 6MP'133HS el3A00 0'00\s49aySuaId\CIVO\u6is9a 2\9ny J.F.3 Pua 1-111-17 - ' II A alddy\SalaIadoLid H0Nnv-I\n]an 0M1VA ,EI ,1VG SNOISIA,e1 •ON rele LL/90/20 M.. A110 MV\19 LL/./90 M.. A110 ,I0A GTISSI MV\19 LL/L0/. S1N,INIA100 A110 SS.100V 01 "A. MV\19 R/Lz/Lo iviimons 111/1,1,c1 ONIEIV\IMd MV\19 LL/Loi. S11\1.1,100 SO -1111,10c1 .00V 01 .A. MV\19 LL/Lo/go S1N311,100 A110 SS3,100V 01 *A3,1 MV\19 LL/6z/go M3IA.1 ,110 a3nssi WOO.N,I0H-A3-1,11,1./WVVV, L61,-9179-.9 ,N0Hd 17,,SS NV\l'invd .1S 'NE. 3±Ins ,S3M 311N3AV A11.13AINI1 .0N1,31VIOOSSV CINV N,I0H-A3-1,11N 1,2 © LIJOHOCalW! CLL. .0%:1 ,Loz/6,90 NV1,13.11M NVI. .V_LOS3NNI1A1 EHl HAANION9 lAIV I _LVH1 ONV NOISIAH9c111S 109.10 AIN ,BaNn Ho 91A1 A9 CIAHVdHcl SVM1H0c1AH HO N01,01,103dS `NVld SIH_LIVH1,11,180 A93,13H I ',El'. A9 CINOAHO EI,M,EI A8 NAAVHCI A9 CI9N9ISACI NMO HS SV 3-IVOS Roz/./90 ElVCI L'900,CLO9 103roHd VHN NV -Id NO111-10V\IDC1 NV `A311VA 3-IddV S311t13dOtld H)unvl EciL9, C) Lu'i) DEMOLITION PLAN NOTES 0!Lfo c7),L1 P n) Egw l'HA PAH,F; Lij!! *fti g 1m !EIPL° 4Lq „c2E Ha! M4 IUL' ''''>w krd ti N!Li: RIL Nil !4! !al bfl! IN 441 4q Ltsc,)_,i,-"g 0 0 La 49mIljin4in1411,moc,mil q !Li! r'4LPIJ 14 0 !IIII !III Hi 11111 11111 Inn eh() :z !: 11111H I " rliq LT° hiS).L,LJ 0.1q Lv‹(:)g LLM n M1MR (c(T)LYJ lidg M hg2 iPOL1 h)xAch ° Wcq" P "Lj !! 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A9 C=1,10AHO EI,M,1,1 A8 NAAVHCI A9 O9N9ISACI NMO HS SV 2-1VOS Roz/6z/go Eiva L'900,CLO. 103roHd VHN NVid D_LIS `A311VA 3-1c1c1V S311tI3d011d H,unt SITE LEGEND D T PAV NT D AVY D TY AS LT PAV NT E EAVY TY N ETE PAVE ENT # /// / / // / \\\\\ \\\\\ E PA NG NT BUILDING A DATA SUMMARY ±87,266 SF (±2.00 AC) // NTE R EAT ADA STALLS REQ'D / PROVIDED ZONING SUMMARY LANNED E E ENT LANNED DE E ENT MINIMUM 25' FROM ALL LJ Lq <c `Lcd EX T NG N NG 0_ KEYNOTE LEGEND SITE PLAN NOTES L! ucTi (.L) ° NTRACT R HAL RE ER TO T E AR TE T RA LAN R EXACT LO AT N ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. NolionaLsNoo 1.0d ION - REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 4 7 'EXIT' SIGN. FOR REFERENCE ONLY PAVEMENT MARKING. 4" DASHED WHITE 'ENTER' SIGN. FOR REFERENCE ONLY. 'DRIVE THRU' SIGN. FOR REFERENCE ONLY. MONUMENT SIGN. FOR REFERENCE ONLY. PRE -SALES BOARD. FOR REFERENCE ONLY. INTEGRAL RAISED CURB/WALK. SEE DETAIL. PROVIDE TREE GRATE TO MATCH EXISTING. SEE ABAND N ENT WATER AND SAN TARY ERV E HAL E ER R ED N EX T N DEWA K AND EVARD AREA TO RE ER TO NA RVEY R ALTA LAT R EXACT LOT AND R ERTY NDARY EXISTING CONDITIONS. COORDINATE WITH CITY ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. PROVIDE PIERS, CAPS 8, FENCING TO MATCH "EMPLOYEE PARKING ONLY" SIGN. 6" BOLLARD. SEE ARCH DETAILS (TYP.) CITY OF APPLE VALLEY COMMERCIAL DRIVEWAY. TEMPORARY COOLER LOCATION. SIENNA COLORED CONCRETE. SEE CXXXXD900eeecxDo@e@eecxxxpe ® ®330®OSSO (>1 4:1 '-- --11 NWV, :---, ItIlir- Tit 7 •, .Et.O. .20 00N (EZ 'ON 'HYS'0) 311N2AV 2:JVC130 .1.9.614 .80 00N • -frtzLez I. 'ON .00C1 el3d 1N31A13SV3 AVMHOIH CINV ,62LLZL 'ON .00C1 cog I. 'ON cIVIA1 vAVMz-6JO-L1H01,1 ay. AiNnoo dvviAi°,=-2-ii-oiagzavzo,;°1\lir.,3nOS .001 .s.1.0100ssV P00 0,01-1-A.1.1>1 0; ',IN', 1,01-1,1", aq `sewpossv PLI0 0,01-1-Aelw!>1 0014040P. P00 0011.0z!,01 -14n0 0.14, ;r101-14!,^ s11-1; 00 .01-11,18-, ,acl.A.1 P00 40 asne2=1 sc.\ 4! 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CL. .0%:1 ,Loz/6,90 NV1,13.11M NVI. .V_LOS3NNIVI AO 81V_LS 8, AO SMV -I E1-11H.Nn HAANION8 -IVNOISS3A0Hcl ODSN301,111C1 V lAIV I 1V, ONV NOISIAH.111S 10.11C1 H.Nn Ho .A1 A9 CIAHVdald SVM _LHOdal HO N01,01,103dS `NVld SI, IV, Ad11,00 A93,13H I MEI` VNAA A9 CINOAHO A8 NAAVHCI AAM, A9 CI8N9ISACI NMO HS SV 3-1VOS Roz/6z/go Eiva L'900,CLO9 103 r d VHN NV -Id DOVNIVHCI CINV DNIavD NV `A311VA 3-IddV S311t13dOtld H)unv-p. 34 0 (9 1 L6), rrrrrr. ,LE,L3 GRADING PLAN NOTES <1-800-252-1166> AT LEAST TVVO NTRACT TO CAL G ER TATE CAL NE WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. HDPE: 12" OR GREATER PER ASTM F-2306 RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 NTRACT R TO E D ER FY T E LOCAT N AND E EVAT R EX T NG DISCREPANCIES OFR VARIATIONS. CONTFRACTOR SHALL BE RESPONSIBLE FOR ALL HOFRIZONTAL AND VERTICAL CONTROL. NTRACT HA EXCAVATE RA NAGE TREN E T LO ED TOR (.<) (<,) d GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 7 INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND RE -VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. GRAD NG R A DEWA AND AC E E R TE D NG NG CURVE NUMBER SUMMARY LT, NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2, . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING HA N T FY ENG NEE EDIATELY ADA R TERIA CANN T ET N ANY AL TOR EWER NNE T HAL E GAS ETED AND WATER TG T N NG DRA NAGE MAINTAIN A MINIMUM OF 1.20% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN NolionHisNoo HOd ION — AHVNIV\111D1c1 LLL j Faj Faj PROPOSED 100 -YEAR SITE DRA NAGE (c! dB LT, L!, (7) L!, cT, :42 'EL' ft -I E(7,- L!, L!, 1 [f) V9P6, 0,96- 8 996 c:( ;LI --- JLS -1-U r7) Lc:2' 017 ]nN]Av VGO AVMCIV0,1 snommula 03,0103C1 Aionanc - L.] Z.096:31 "4,49.471 (CZ ON 1—VS0) 11N3AV HVCI30 ••••• ••••• ••••• •••••• .s.4.!..ssV P.. .01-1-A.1.1>1 0; 41,1,1 1,1.1-1,1m aq `sewpossv pup .01-1-AeluM>1 Acl P.. L1.4Thm ,P1-14PA ...PUB, ,ad.A.1 P.. IP asne2=1 1.! LP!, ,04 lue!1. P.. esoc,nd .!4!Deds el -14 ,04 s! 4. ,-!.1-uruls, s. `L!!.-!.1-1 P.,!.se,c1 sub!seP P.. slcle.uo. LIT!. ,a1-14.61, Ludg0 :9 - L 1,OZ `6Z 4sn6nV 6m1,NV-Icl 30VNIVLIG CINV NICIVel0 0.-170\s499LISLmIcl\CIVO\ u6!s9C1 2\9AV Pulp L111171, - 'IIA IddV\SaLI]clOLIcl HONI1V-I\A]Crl OM_L\ :>I •ON rele LL/90/20 ,110 MV\19 LL/./90 ,110 MV\19 S1N,V1V100 A110 SS,LIOCIV 01 "A. MV\19 iviimons 111.1,c1 ONIEIVNMd MV\19 R/Lo/eo S1N3,1,100 SO -111,10d 'GOV 01 .A. MV\19 LL/Lo/go S1N31A1,100 ,110 SS3,1GOV 01 *A3,1 MV\19 LL/6z/go M31A3,1 ,110 a3rissi WOO.N,10H-A3-1,11,1./VVVVV, L61,-9179-.9 :3N0Hcl 171.9 NV\1 Invd .1S 'Nee, 3±Ins ,S3M 311N3AV AllS,13AINn OSSZ .0N1,31VIOOSSV CINV N,I0H-A3-1,11,1,,OZ@ MI -104W! CL. ,Loz/6,90 NV1,13.11M NVI. .V_LOS3NNIVI AO 91,LS AH1 AO SMV -I EHl ,BaNn HAANION9 -IVNOISS3A0Hcl ODSN301,111C1 V lAIV I 1VH1 ONV NOISIAH9c111S 109.10 AIM ,BaNn Ho 91/1 A9 CIAHVdHcl SVM_LHOcIAH HO N01,01,103dS `NVld SIH_LIVHIAALLHDO A93,13H I mEi`v\im A9 C=1,10AHO AEI NAAVHO AAM, A9 O9N9ISACI NMO HS SV 3-1VOS Roz/6z/go Eiva L'900,CLO. 103roHd VHN NV -Id A1111111 NV `A311VA 3-IddV S311t13dOtld H)unv-i PROPOSED STORM SEWER PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS MAIN PROPOSED STORMTECH SYSTEM SHALL BE 11. =1_,.7EATTE3cF,:,,,,E;\IASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION 12. ri:TsING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. CONTRACTOR AT TY COMPANIES FOR INSTALLATION 1 8 . BACKFLOW ;,I'DD\ANDRRfHS7ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR I IUILD11G.REF.ACPLANS. 19. MAINTAINED. ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND 20. ,,,I_L\/VA-fMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 21. ALL SANITARY SEWER LINES SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. NolionaLsNoo 1.04d 10N - AHVNIV\111Dld LLL'ij ct), Et, `c) `c) Lau_ ',Liz z L!, 8 8 L!, 8 8 // 112* ,IE ------, 11.& • • '?/ II / r, 1 k 705- • 0 F S L 9 3 N n 3 11L .111 GA . . o * FIELD VERIFY ELEVATION 9n -d on - TJ 0 - IA100 on -woo ° an -mo H en -woo P UG ° ‘Ir on-woQ. on- 1,103 Oil WOO - - - On, 11. (EZ 'ON 'H'V'S0) 311N3AV ?,IVC130 GAS 0 S . • .001 .s.1.0100ssV P00 0,01-1-A.1.1>1 0; ',IN', 1,01-41,^ aq `sewpossv PLI0 0,01-1-Aelw!>1 0014040P. P00 00140,01-14n0 0.14, ;r101-14!,^ ;0.wrip0P s11-1; 00 .01-11,18-, ,acl.A.1 P00 40 asne2=1 1.! LP!, ,04 1.0.!10 P00 es00,0 0!4!Deds el -14 ,04 ,I00 P.P..;0! s! 40 ;0.1-L.4s, 00 s. `0!.-!.1-1 sub!selp P.0 s1.0.0000 LIT!. ,a1-14.60; .1.0..n00P wd90 :9 - LI.OZ `6Z 4sn6r,V 6PNV1d Ainin cygo\s49,1s,Did\avo\u6!.9a 2\9AV -.1.F.3 pulp 1-14L-171. - 1,21dv\saLLI]doLid HoNnvAnan onniVA WOO.N,I0H-A3-1,11,17WVVV, L61,-9179-.9 ,N0Hcl 171.9 NV\1 Invd .1S 'Nee, 3±Ins ,S3M 311N3AV OSSZ .0N1 ,31VIOOSSV CINV N,I0H-A3-1,11,1 L,OZ@ wOH Okalw!)1 A9 CONOAHO AsIP OVA A9 NAAVHCI NT A9 GAN91S3C1 NMOHS SV 31VOS ,10,/91/20 E1,1 021 1 200,2091 103roHd VHN NV -Id dVOSCI MAI `A311VA 3-IddV S311tI3d011d H)unv-i Q Li] = LANDSCAPE REQUIREMENTS PROPOSED Loto , REQUIRED . 8 0 iiinil .iqLhi n'tiji(irLi iqicqt L,TdLeqq rdLrlij I (38 (4, g2 L'L'P Liqc‘)' ''',J-4,11 ciliq cc/7;4N 9k)l-cci-ccil- 'F,JJ PI' LJE) ,I4J L-d-oi '' PLANT SCHEDULE t(.1 1,1 1,1 1,1 'AUTUMN BRILLIANCE' SERVICEBERRY LcV t7) EVARD NDEN DVVAR H H NE E R EA TY LA H E ERRY E ERRY DE HT N ER AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' GYMNOCLADUS DIOICA 'ESPRESSO' TILIA AMERICANA 'BOULEVARD' JUNIPERUS COMMUNIS DEPRESSA 'AMIDA, ROSA RUGOSA 'FOX! PAVEMENT' c, cp, 1,1 1,1 g‹2) LJ R TE LA DAY LY ALA A R T A T RA KAR ER TER HEMEROCALLIS X 'RUBY STELLA' LANDSCAPE NOTES PLANT MATERIAL SHALL COMPLY VVITH THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERVVISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOVVER THAN 3' ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOVVER THAN 6' ABOVE PAVED SURFACE. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. INSTALL PLANT MATERIALS PER PLANTING DETAILS. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF 6 FERTILIZE PLAN MATERIAL UPON INSTALLATION VVITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN VVITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION VVITH AN APPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER SHRUB VVITH AND ADDITIONAL APPLICATION OF 10-0-10 THE FOLLOVVING SPRING IN THE TREE SAUCER. INSTALL 18" DEPTH OF PLANTING SOIL IN AREAS RECEIVING GROUND COVER, SHRUBS, & PERENNIALS, UNLESS OTHERVVISE NOTED. TREE VVRAPPING SHALL OCCUR IN THE FALL ON OCTOBER 15 AND REMOVE VVRAPPING AFTER APRIL 15. 10. INSTALL 4" DEEP DOUBLE SHREDDED HARDVVOOD BARK MULCH RINGS AT CONIFEROUS & DECIDUOUS TREES VVITH NO MULCH IN DIRECT CONTACT VVITH TREE NolionaLsNoo 1.0d ION - AIVNIV\II-IDId 11. INSTALL 4" DEEP DOUBLE SHREDDED HARDVVOOD BARK MULCH RINGS AT SHRUB PLANTING AREAS VVITH NO MULCH IN DIRECT CONTRACT VVITH SHRUB STEMS. 12. INSTALL 4" DEEP DOUBLE SHREDDED HARDVVOOD BARK MULCH IN PERENNIAL PLANTING BEDS. REMOVE ALL MULCH FROM STEMS OF PERENNIALS - PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT VVITH MULCH. CONTRACTOR'S RESPONSIBILITY TO ENSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN PLANTING AREAS. N ART A A E TAN E VVI E 14. VVARRANTY NEVV PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 15. INSTALL STEEL EDGER (COLOR: BLACK)ANYWHERE PLANTING BED ABUTS SODDED OR SEEDED AREAS. a 0 cit ?)) EXISTING LANDSCAPE BED - I\ I\ I\ .s.4.!..ssV P.. Lu.H-A.1.1>1 1,1.1-1,1m aq `sewpossv Pulp Lu.H-A.1.-!!>1 Acl P.. ,P1-14!. ,ad.A.1 P.. IP asne2=1 sc.\ 4! LID!, P.. .!4!Deds el -14 s! 4. ;Lieu -mils, s. `L!!.-!.1-1 P.,!.se,c1 sub!seP P.. slcle.u.. 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GHOST SIGNAGE IS TO BE SUBMITTED AND REVIEWED AS PART OF THE ARCHITECTURAL REVIEW APPROVAL PROCESS. O O i •.1191H0,1 add S1NAWNOISSd d0 GAONdHO`SN0110f140,1. A,OM,H1 HOIHM ASOddfld d0 alls 1VNI01,10 A1-11 01 .1.1111006 ON1101d1G. S11-10Id .H10 1H01,1 d00 GAA.G.'0N1 `S01611, .119.11 GIOZ O 1H01,1 d00 ■■■■■■ .11.1.C1111.11.1.1.1.1.1j.1.1.1 C.:11111�111�I�Ij��1�111�1�1�1�1�111�1�1�1 iii �I•�I�Ii1�1�1•�1�1�1�1�1•�1�11 IgIcliiiiilliiiiiiii m,�llijjj dilliII ' ' V= '11'1'1I . a pj1 1 PI 111111=1-- iniiii...1.161.1...1.1.1.1.1.1 --.- -11 w09• Io,gornI-s,aua g I zg-SG -LL x, 9 I zg-S6e-eLL ,c1 z z 909 11 '09V311-13 'IS ZT1I O3 'M g-7 'S'01(1)11..S' ke1.1-1-e1a1A/ NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I.2iOd co ■ •.1191H0,1 add S1NAWNOISSd d0 GAONdHO`SN0110f160,1. A,OM,H1 HOIHM ASOddfld d0 alls 1VNI01,10 A1-11 01 .1.1111006 ON1101d1G. S11-10Id .H10 1H01,1 d00 GAA.G.'0N1 `S01611, .119.11 GIOZ O 1H01,1 d00 GOLD LED BAND C� z C� z —t f.„; Mt( •WW4 1 ae. 1!! 1311111.1,1.1.010 111111111111111111111111111 �IIIIIIIIIIIIIIIIIIIII 111 1111111111,1,101 111111111111111111111111111 111111111111111111111 Aft • ttwit ��IIIIIIIIIIIIIIIIIIIIIIIIIII 1 i 1 IIC�I�111�1111111111�111111 SIGNAGE SUPPLIED AND INSTALLED BY Ia uroa 1o��oipn�s�au� g 1 zg-S6�-ALL xe9 1 zg-S6�-ALL hi z z 909 11 `O0` 3I — D '1S ZT1IO3 'AA Q17 "ON I 'SOIQYLLS %211'10213 W NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I,2iOd cn co W W N W ■ IS cv LCA O O 'Q,1191H0dd G,ONVI-19,0119 10,., alIS-1VNI01.,H1 01 S1N.W1000 ON1101d1s,d S11-10Id 11-10Id,ld00 .9,1 Golan s ,1df10d,W L., O 11-10Id,ld00 u� 0 0 z 0 f2z DINING ROOM ELEVATION uroa 1o��oipn�s�au� g 1 zg-S6�-ALL >< 9 1 zg-S6�-ALL hi z z 909 11 `O0` 3I — D '1S ZT11O3 'AA Q17 "ON I 'SOIQYLLS %211'10213 W NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I,2iOd cn co W W N W ■ .6,1191H0dd G,ONVI-19,0119 10,., alIS-1VNI01.,H1 01 S1N.W1000 ON1101d1s,d S11-10Id 11-10Id,ld00 .91\1 Golan s ,1df10d,W L., O 11-10Id,ld00 z 0 w W W 0 o� z? uGoa �o��oipn�s�aug 1 zg-gGe-eLL xe9 1 zg-gGe-eLL zz909 1I `ODVDI - 3 '1S ZT1103 'M g -17g 15'01<a -1_1.S' %21Y10213 W NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I.2iOd tiej ez QI- , 0_ f2zw ocn co W Ln W N W ARTWORK 'Qa1191H0,1 ddb S1NOWNOISSd d0 G,ONVH9,011011Q0,1., J,31-11 HOIHM 311G 1VNI01,10 01 G1.111906 ,S,1-11 ,H01, ,1,H10,H01,,ld00 '01,1 `SOIQ is J d 0d3W LIO, 0 11-101,1,ld00 NORTH-DUMPSTER WALL CONCEPT ARTWORK uao, 1oegoipng-s,aua g 1 zg'-g6�-ALL xe9 1 z z 909 11 `O0` 3I - D '1S ZT1IO3 'AA Q17 "ON I 'SOIQYLLS %211'10213 W NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I,2iOd PERSPECTIVE L9 '4a1191H0,1 add S1NAWNOISSd d0 GAONVHO`SN0110f14Nd.d '4.1,1.1,1 A.N1,H1 HOIHM ASOddfld d0 alls 1VNI01,10 ARL O1 .N3111906 ON1101d1GA, S1HOId .H10 1H01,1 09 ,NI `S01611, .119.11 GIOZ O 1H01,1 100 .o9• lo'g°1P11 , .'-u g I zg-SG ALL xe9 I zg-g6e-eLL 1-1c1 zz909 11 `09`d911-19 '1S ZT1109 'AA g-7Sz 'ONI 'S0IQYLLS%21Y10213W "BLACK MAGIC" 0, 1 NW `AHTIVn E[TddV SDOU IOH S,O'I'II,I,2iOd oc WROUGHT IRON U 00 <9 5 TRIM COLOR w w cn :z(-1 < 0 Ln W N W ,c13 cn •.1191H0,1 add S1NAWNOISSd d0 GAONdHO`SN0110f140,1. A,OM,H1 HOIHM ASOddfld d0 alls 1VNI01,10 A1-11 01 .1.1111006 ON1101d1G. S11-10Id .H10 1H01,1 d00 GAA.G.'0N1 `S01611, .119.11 GIOZ O 1H01,1 d00 TRASH ENCLOSURE WOOD GATE PAC -CLAD EVERGREEN ALUM. BREAK METAL GALVANIZED ROOFING CULTURED LIMESTONE 0 U_ 0/ co L>.)‹ 0 0 m (s) (s) • • • •••• ••••• •••• • • • City of Apple Valley 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. APPLE VALLEY POLICE Neighborhood Collaboration Officer Program Crime Prevention Through Environmental Design (OPTED) 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. CITYOF Applell Valley MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, City Engineer DATE: September 27, 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 29, 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 of the 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 147th with 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 apply for a ROW permit with Dakota County for approval prior to building permit authorization. 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 Street. 6. Additional review by Dakota County Transportation maybe 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 P ermits. 8. Aright of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit (NRNP) will be required prior to any land disturbing activity commences. Site 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. 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. W INS C C 0 UPPER 145TH S -V NN c� m C DC 146TH ST W C 147TH ST W ■ C LD JONATHAN DR z J U 0 � iZ z w d 148TH ST W C FRONTAGE RD C CEDAR AVE W T 0 v MD PP -ER -1467H ST W C 150TH ST W GLAZIER AVE x d z 0 � C C 150TH ST W D0 151ST ST W C GARRETT AVE RYAN REAL ESTATE REDEVELOPMENT COMPREHENSIVE PLAN MAP LB RB 145TH ST W w LB a I^ P. 0 r RB COUNTY ROAD 42 RB GB FRONTAGE RD 150TH ST W CEDAR AVE � LB c� PER 146TH ST M -8C LB 150TH ST W SITE 1 D-244 1 PD - 244 R w > Q_ w 51ST ST W PD - PD -541 244 RB 1 b2NU 5 I VV PD -739 RB \� \ <: » �� °\�ƒ tier71 <! \ \� OBLIQUE AERIAL 4N.'4'4'R'N4'W4'�RN'4N.'4'4'R'N4M49 Ni Rti P NN1 E' NERs 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 --an SRFNo. 07770577 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. ata 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 Driveway=s 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 M1NNEAPOLIS, MN 55447 763.475.0010 .SRFCONSULTING.COM 1 IV 1.4 Ato • tl, rip 4 43� �� iii 1p 11 "i nl,S4lSi,,, 1 5 Project Location 147th Street 41.0 1 co ,14 11,111111111111111111,,,,,,, up6u11. 001710517 July 2017 Project Location Portillo's Traffic Study City of Apple Valley Figure 1 Brandon Anderson, PE, City of Apple Valle} 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 q 1 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 '' - . iii ig, �rrri�rllllll��l/11/l�lll!//r/r� O/lrrolurp4rh� ihiiilil4/rgalrir%idufii ,�I'/Jl ,,„ / rr/,,rvr ,,, ll// %. -- _ 0 2 2 2 2 2 2 2 2 2 2 2 2 < < < < < < < < < < < < 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o o o o o o o o 2 2 2 2 2 2 2 2 2 2 2 2 CL CL CL CL CL CL CL CL CL CL CL CL O O O O O O O O O O 0 O O O O O O O O O O O 0 O .. .. .. .. . .. .. .. .. eyi.... iNi.. iNi........... ai CS..N r1 N M 00 O r1 r1 M la IC 00 r1% -i -1 -1 -1 -1 147th Street Weekday Glazier Avenue Weekday 147th Street Saturday ----- Glazier Avenue Saturday Page 3 Brandon Anderson, PE, City of Apple Valle}- 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 7:3:U ui O O U 0) .X w 0 LL U) N a I..L Lc) U) ti 0 0 0 0 0 U 1T2). ,„ 46,3001 �S. IV nun,00,,0111111111111 147th Street t t t o (o) 4- 490 (601) 147th Street (3) 4 (475) 508 � 4_ 389 (468) iT 26 (23) 147th Street ir; Project •.. Locatio 147th Street Ryan Dwy foo Dentist D Wings Dwy LEGEND XX - Midday Peak Hour Volume (XX) - P.M. Peak Hour Volume - Existing Average Daily Traffic Q - Side -Street Stop Control - Signalized Control IPWiPpuiy 001710517 July 2017 Existing Conditions Portillo's Traffic Study City of Apple Valley Figure 4 Brandon Anderson, PE, City of Apple Valle} Portillo's Traffic Study able 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. 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 --r 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 w@° ,„ 46,800 1 IV co�LC) 0 0 0 I, -M 0 C) 147th Street t t t o (o) 4- 495 (610) 147th Street (5) 5 (480) 515 � 4_ 395 (475) IT 30 (25) 147th Street hi ll �� uu iµuuu 147th Street 1100110,01,,, Ryan Dwy (15) 5 (5) 0 Dentist D O O LC) C3) CN O Lf) LC) CO I` Wings Dwy LEGEND - Midday Peak Hour Volume - P.M. Peak Hour Volume - 2018 Average Daily Traffic - Side -Street Stop Control - Signalized Control IPWiPpuiy , 1411 1 Year 2018 No Build Conditions �O,,,u,,,,,s urph,,,,,Portillo's Traffic Study 001710517 July 2017 City of Apple Valley Figure 5 Brandon Anderson, PE, City of Apple Valle}- July 12, 2017 Portillo's Traffic Study ..�r Id 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 L 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 U O O U co W 0 Z co N CTI I CC) 0-) 0 Lc) 0) I..L U) ti O O O O O U 0 n� T� i ,„ 52,700 1 �S. LO 000 0 / L N- N N lV O LC) 0) 0 LO LO I,- 0 co 147th Street 147th Street t t t o (o) 4- 560 (685) 147th Street (5) 5 (545) 580 � 4_ 445 (535) IT 30 (30) 147th Street LC) LCD LO O LO yh,A idA� Project • Locatio Ryan Dwy Dentist D O LO LO CN LCD LJ LCD CO CO Wings Dwy ilk LEGEND XX - Midday Peak Hour Volume (XX) - P.M. Peak Hour Volume - 2030 Average Daily Traffic Q - Side -Street Stop Control - Signalized Control usml���dawa�tlJtttJtttdltd� " n'�ififltlflll PWiPpuiy , 001710517 July 2017 Year 2030 No Build Conditions Portillo's Traffic Study City of Apple Valley Figure 6 Brandon Anderson, PE, City of Apple Valle}- July 12, 2017 Portillo's Traffic Study Proposed Devekv---- ,,, , 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 (KL,OA), 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. 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. Page 11 Jpo-ueld eTIS L ain5u\sam5u\snLi,g01,\00001,\speralcIVH CTS •— CI) AEI MVO SNOISIA. •oN V\100.N.OH-A1VIIN.MAAAA AA9`. A9 CRNOAHO r. R/20/20 AA31A3,1 ,10 ,I0J CITISSI L L6,17-9179-1.99 :31\10Hd EIV,A3,1 AEI N/V1V,10 `ADTIVA AMAIEI LL/OZ/90 /V.A. Aila ., MnSSI Z V.S NV1 'viva .1S 'NeEZ _Lins `i.m DI1NOAV AlISHDAINI1 OSSZ AAVEI llEI CIANDIS30 N 3-IddV LI .0N1 ,IVIOOSSV (INV NHOH-A31,11,1 LLOZ © AHVNI1A11-1DHd NM.S SV 3-IV.S NV1d DLIS S311113dOIK . so 3 ROVOZ/90 Oi UJOH _L,,,c, H)urn c, ( 0, L.900-17,0. 10ArMid VHN NolionHisNoo HOd ION - AHVNIIAII13Hcl BUILDING A DATA SUMMARY AREAS < A iLt1 - SETE [1 PRO! PRO! roxxoPRO! PRO! EXIS PRO a_ a_ a_ a_ 8 NI < N a ?. L' 0_ °2 2 . °I' fc, i =4, 'Ll2 n LIT, 8' ,V=S • 2 O ",>=2 ',1_, L' L,±j 2 LiLL7m a N gi c1 LL'LL,' OF] L'J°° ° EJ 1 z z< 67)-2 8T 2 F,6 • L(,)]. A a 0_, . 0.0 .08 Lui < 7) cY_ !((,) cH !El 5 i(TAcci qg Loa c)j LLT Pg. .1,(3 LLTE 1', . • • • • • • • • . s_ c, ,) , L . - / // / 1/ / / / // / 1 / 1 / , _ -----_ ,„ ///' 1 //- -- // ////, /'// / - ,-, ////,, /1 4k4'*t,436 A, ,, \ , , \ < , Nigp$ i/ ilsop-vs,\\ \ \\ ,_,\ \\\ ..1 SQ,\I .,'•- , \ , , , \ \ \\\ '„ ---,-' , \ , \ \ \\\ \\ L), „ § e - - 311:„.„, I \ 11' Lij g <i iki iki LL,L, iki . 5 6 q I , - 0 . , , N E '-'''.................-...,-,.....40„1 \! cc' / 2 \\\\\\\\ \- \ ‘. . 1 1 °\\\\\ \\\ ' 0 .• :LLICi , /---1- 1\\ \\\\ \\ \\ \\ \*\\\ \A \\•\\ \\\ \\ \\\ liii ( 1\\4 \\\ -L Z -- /-/ 0\„ \ \\\ \ \\\\\\ \\ \ \\\ \\ (, - / _\ L \\ \ \ \\ \ \ \\\\\-\\ (1 , .,, I\,\*\\\ / / b§' 0\\ 1\\ 1 0 I1®. \\ l11,1 I \, i/ 0 1al k s\ zg 'ccI2cL6g-ni_i I i\\\ ® \\\\\\\\ s 66 9— IIL.H.Jcipod ,_ \ \\\\\\\\ a, 0 ,u \\\\ \ \ 1 LO _, \ \ \ \\\\\\\\\\\;\ NvHnv SDI S 011LL?:10c1 1 1 \\\ \\\\ 1 \ ) I, '- 1/2 \ ° -w----' - '.--' •----- ''''''- ------',-= :" \\\ \\\\\\\ \ \ \ \ \\\ \\\\\\\\\ \ \ I , . \ \ \\ \ \\\\\\\\\\\\\\\\\\\\ \\\\ \ \\\\\\ \\ \\\\ \ \\ \\ \\ \\ \\ \ \\ \\ \ ' \ I oli 4:7 , •-:. 9 , ° , 9 i-) .1717Zan .ON .00CI .17Z£ .ON dVIA1 5,) .:(1 H3c111\13V\13SV3 AVAAHOIH IL, E 1717,8Z, . 0 N . 0 0 CI tI3ZZNVIAI DC)SN'' 3. M'A I-1803111 bLCT] . . CINV 176E L., .ON .00CI 'NIL .ON dylAl AVM -JO -1,191,1 ? g V Z E .g\V1 :II/ \ 1- LANVI nA AT- 1= C laVNOVH ZAZ_ L6N91 I'lLOZO. CV) = I\ N 1\ 1...1 R p) V V V (CZ "ON .1-1.V.S.0) DIIN3AV ?,INICI30 ]nN]Av ?ilva]o Jpo-ueld eTIS L ain5u\sam5u\snLi,g01,\00001,\speralcIVH CTS •— CI) Brandon Anderson, PE, City of Apple Valle}- 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. -gyp,, 2018 Build f'' ditions 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 LOS (Delay) Weekday P.M. Peak Hour LOS (Delay) Cedar Avenue and 147th Street C (27 sec.) 147th Street and Glazier Avenue (1) A/D (29 sec.) (2) D (37 sec.) A/C (18 sec.) (2) Glazier Avenue and South Portillo's Driveway (1) A/A (8 sec.) Glazier Avenue and Bank/Wings Financial Driveways (1) A/A (4 sec.) A/A (6 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 L_ -a U O 0 O U O 0 co 25) P5) v Lc) O O O O O U N nu+ IV 85% 25% Project '0' Location 10% 147th Street fl 1 • 07, sIiUl�a ��� 1 ur. "rP 0 4 1.11000000001,1,11,1,111,11, I'rU,t two 11111111., up6u11. 001710517 July 2017 Directional Distribution Portillo's Traffic Study City of Apple Valley Figure 8 4:50 0 6) 25) L.L P5) a L.L U) LC) O O O O O r� V U N O 1 �S. IV AL 72 (35) 4- 52 (25) 52 (25) t o coy 4_ 175 (84) (0) 0 ik (25) 52(0) 0 � (0) 0 (84) 175 ko c 4- 175 (84) (0) 0 ik (84) 175 4- o (o) 21 (10) 147th Street IRO WO is Rib (0) 0 � (84) 175 N Project Location s (94) 196 J (5) 10 LEGEND XX - Midday Peak Hour Site Trips (XX) - P.M. Peak Hour Site Trips Il ,� llruu �u 4k6� n 77, ;cr Fla 001710517 July 2017 Site Trips Portillo's Traffic Study City of Apple Valley Figure 9 47,100 1 �S. lV 147th Street 147th Street t t t (105) 75 (555) 665 � � o (o) 4- 665 (680) 147th Street (5) 5 (565) 690 � 4- 395 (475) IT 50 (30) 147th Street 147th Street s fim South Dvlpmnt Dwy LEGEND XX - Midday Peak Hour Volume (XX) - P.M. Peak Hour Volume - 2018 Average Daily Traffic Q - Side -Street Stop Control - Signalized Control Dentist D .-. LO O LO O N LO LO ON. Wings Dwy �r a4kh�? Asir L JI LInL r4hLJp,. 001710517 July 2017 Year 2018 Build Conditions Portillo's Traffic Study City of Apple Valley Figure 10 ,„ 53,000 �S. 0] CO [0] / V N N IV O 10 O O 10 I� O C'7 147th Street 147th Street o (o) 4- 730 (755) 147th Street (5) 5 (625) 755 � 4_ 445 (535) IT 50 (35) 147th Street 147th Street 0 0 CO 0) s too South Dvlpmnt Dwy LEGEND XX - Midday Peak Hour Volume (XX) - P.M. Peak Hour Volume - 2030 Average Daily Traffic Q - Side -Street Stop Control - Signalized Control Dentist D ) 0 LC) L N LO LO L ti CO .z, ."4 Wings Dwy 01,6u11.InL r4hLJp,. 001710517 July 2017 Year 2030 Build Conditions Portillo's Traffic Study City of Apple Valley Figure 11 Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study Cdr 2030 Buil Uonditions 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 C (31 sec.) 147th Street and Glazier Avenue (1) B/E (48 sec.) (2) E (69 sec.) A/D (30 sec.) (2) Glazier Avenue and South Portillo's Driveway ( 1) D/E (43 sec.) 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 Valle}- 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 t 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. -e 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, Portilo'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 fru €u�wm a €,� VY'uuuwm u� e pnoAB1 : bMpinogepuno�l Ieuo!T!peu X b!d\1VNId\OVO0TfV\SI\L Igo 1\0000 1\sToaloadVH N a ) as v 0 U 0 0 0 CU L ritri Illl111lllli�� F�u' fi�ffi eu {77,T; r f� pnoAe1 : bMp•TnogepunoT!IdS plagAH X b!d\lvNId\Ovo0Tnv\S1\L 1.90 1\0000 l\sToa!oad\=H o_ a� v 0 U '15 O -0 cc 0 0- -0 N >4. Brandon Anderson, PE, City of Apple Valley July 12, 2017 Portillo's Traffic Study .si, aim 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 Valle}- 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 bey=ond 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 CSAR 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 pnoAB1 : bMpinogepuno�l Ieuo!T!peu X b!d\1VNId\OVO0TfV\SI\L Igo 1\0000 1\sToaloadVH N a ) as v 0 U 0 0 0 CU L 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 BuiIding/PortiIIo's Bruce, 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. Weare aware of the options to adjust the traffic flow on 147t" 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. 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 Wings Financial Credit Union Glazier Avenue Apple Valley, MN 55124 Tel 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, 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 1 m. It.( le. 1 w._ 1 . Lasalle Ave., Suite - 1 Minneapolis, MN Dakota County Email Response to Revised Plans From: Sorenson, Brian [mailto:Brian.Sorenson Sent: Friday, September 01, 2017 10:21 AM To: Anderson, Brandon Cc: Bodmer, Kathy; Sass, John; Donely, Thomas; McConnell, Gordon Subject: RE: 14750 Cedar Ave - TDU Easement Brandon - This looks significantly better. If this is approved by the City, I don't see a need to further discuss changing ownership of the TDU easements. That said, in the nw corner, will they be affecting the landscaping in the existing TDU in order to construct the drive thru? If so, they would need to get a permit from us to do the work. This should include a plan to replace any landscape plants affected. Thanks for coordinating all of this so closely with us — I know there's a lot of complexity to this site and this proposal. Brian From: Anderson, Brandon [mailto: banderson@I Sent: Friday, September 01, 2017 8:47 AM To: Sorenson, Brian Cc: Bodmer, Kathy; Sass, John; Donely, Thomas Subject: RE: 14750 Cedar Ave - TDU Easement Brian FYI - Attached are some updated drawings recently submitted by Kimley — Horn showing the changes to the site plan as this has progressed in the process. The parking lot along the southwest side is now shown out of the TDU, but the drive thru lanes in the NW corner are still being shown to encroach. Please feel free to call or email with questions or comments Thanks Brandon S. Anderson, PE //A City of Apple Valley I City Engineer Appi1e11952.953.2490 1 banderson@ci apple valley mn us . . . •••• ••••• •••• •••. Apple11 Vlley ITEM: 5.B. PLANNING COMMISSION MEETING DATE: October 18, 2017 SECTION: Land Use /Action Items Description: Wasatch Storage - PCI7-32-SFGB Staff Contact: Alex Sharpe, Planner and Economic Dev. Spec. Department / Division: Community Development Department Applicant: Wasatch Storage Partners, LLC Applicant Date: 8/23/2017 60 Days: 10/22/2017 Project Number: PCI 7-32-SF G B 120 Days: 12/21/2017 ACTION REQUESTED: The Planning Commission is asked to recommend the following actions to the City Council. 1. Recommend approval of the preliminary plat of Apple Dalley Wasatch, subject to compliance with all City Codes and the following conditions: 1. A cash -in -lieu of land parkland dedication shall be required in accordance with the City's dedication formula in the subdivision ordinance 1. 124,900 (sq. ft) / 1000 = 124.9 x .01 (Industrial persons equivalent) = 12.49 x .00955 (acres per resident) =.1192795 x $128,000 (Industrial benchmark values of raw land) = $15,267. 2. A cross -access agreement shall be executed between Lot 1, Block 1, and Outlot C, Apple Dalley Wasatch. 3. The vacation of easements, and Evendale Way right-of-way shall not be approved until the Apple Dalley Wasatch final plat is approved by City Council. 4. All conditions as outlined in the City Engineer's memo dated 10-18-17. 2. Recommend approval of the site plan and building permit authorization to construct an 804 -unit self -storage facility subject to compliance with all City codes and the following Conditions: 1. The applicant shall submit a nursery bid list at the time of building permit that confirms the landscape materials meet or exceed the 1.5% of the value of construction of the building based on Means Construction data. Landscape materials may include plants, underground irrigation, public art, fountains, decorative paving, or other outdoor common area elements that create an enhanced sense of place and fosters social interactions. Landscaping provided for screening from adjacent properties shall also apply. 2. A photometric plan which meets city ordinance for properties adjacent to, or within residential districts shall be submitted at the time of building permit. The proposed lighting plan meets City ordinance. 3. A hauling and staging plan shall be submitted at the time of the Natural Resources Management Permit (NRNP) application subject to review and approval of the City Engineer. 1. Grading of the site may occur with a NRMP prior to the issuance of a final plat per City ordinance. 2. A NRMP will be required prior to any land disturbing activity commences. 4. Signage is not reviewed as part of building permit authorization. A separate sign permit shall be applied for which will evaluate size, location, and number of signs. 5. The entrance to the site from Johnny Cake Ridge Road shall be a right -in, right - out only and shall accommodate access to Outlot C. 1. Prior to approval of the site plan the auto -turn drawings shall show that larger vehicles, such as RV's are able to enter both lots without conflict with the proposed gate/fence. 6. Prior to City Council approval additional auto -turn drawings shall be provided which demonstrate that RV's and other large vehicles are able to enter the structure from Evendale Way. A conflict shall not exist between the proof of parking area, and a large vehicles ability to enter the structure. 7. Trash enclosures shall be screened in accordance with City Ordinance, which requires that enclosures not be clearly visible from adjacent properties. 8. A proof of parking agreement shall be executed as part of the developer's agreement. 1. The combination of the exterior 7 stalls (5 regular and 2 handicap) and the interior parking, which shall be striped shall be deemed sufficient at this time. Should parking issues arise, the developer shall be responsible for installing additional parking per the terms of the proof of parking agreement. 2. Required landscaping that is shown in the proof of parking areas shall be replanted if additional parking is required. 9. Exterior storage, or parking of vehicles shall not be permitted as part of this application. 10. Building coverage shall not exceed 45% of the lot area per City ordinance. 11. Material samples, or material specifications of the "corregated metal panels" shown on the conceptual elevation drawings dated September 29, 2017 shall be provided to the City prior to the issuance of a building permit to determine conformance with City ordinance. 12. All work and infrastructure within public easements or right-of-way shall be to City standards. 13. A public improvement project will be required for work in Evendale Way and the cul-de-sac expansion. 14. Prior to the issuance of a building permit, a copy of the encroachment agreement with Magellan Pipeline for work occurring within their easement area shall be provided. 15. All conditions as outlined in the City Engineer's memo dated 10-18-17. SUMMARY: The Planning Commission held the public hearing for the Preliminary Plat for this item on September 20, 2017. Several members of the public expressed support, or asked questions. Each of these comments are described in greater detail in the background portion of the report. Wasatch Storage Partners, LLC submitted applications for a Preliminary and Final Plat, Vacation of a portion of Evendale Way, and a Site Plan/Building Permit Authorization at the vacant site on the northeast corner of Johnny Cake Ridge Road and Upper 147th Street W. The site has been known as the Patina property, and has previously been reviewed for the ISD 196 bus garage. The Planning Commission reviews applications for Preliminary Plats, and Site Plan/Building Permit Authorizations, but not a final plat or vacation. However, to comprehensively evaluate the project all aspects will be presented in this report. BACKGROUND: Site Plan: Wasatch Storage Partners, LLC, proposes to subdivide the lot into 4 properties to develop an approximately 125,000 sq. ft. self -storage facility. Since the public hearing at the Planning Commission changes have been proposed, including adding an additional outlot. Outlot A has been proposed to be dedicated to the City for regional stormwater ponding. The existing pond in this area was under a drainage and utility easement. Originally, Wasatch proposed to construct their own pond area. This created two storm water ponds in close proximity, with a berm between them. To create a more efficient system the two ponds are proposed to be combined, and dedicated in an outlot for the City to maintain. With the addition of a 4th lot the lot sizes have been altered. Outlot A, the ponding area is proposed to be 2.5 Acres. Outlot B, will be retained by the Patina property owner on the east side of the site is 3.69 acres and will drain to the expanded ponding area. Outlot C, is west of the Lifeworks site, and south of the Wasatch Storage site will remain for development. It is proposed to be 3.15 acres. Lot 1, Block 1, of Wasatch Apple Dalley is proposed to be 6.32 acres and is the site of the self -storage facility. The lot is slightly smaller than originally proposed due to the dedication of the ponding area. Zoning: The property is zoned "I-1" (Limited Industrial). The Limited Industrial zone permits "auto, marine, and truck storage when completely within a building". The proposal does not include any exterior storage, which would require a Conditional Use Permit within the zone. Vacation of a Portion of Evendale: To develop the site as proposed a portion of Evendale Way and all drainage and utility easements as part of the Eagle Ridge Business park would be required to be vacated. Additional easements will be dedicated as part of the new Wasatch Apple Dalley Plat which will replace any easements the City still requires. Due to the dedication of Outlot A for ponding it is not clear whether the pond area will be required to be dedicated in an easement. The plat documents will be finalized prior to City Council approval. The public hearing to vacate these easements is scheduled for October 12, 2017. Site Access and Internal Traffic Flow: The primary site access will remain off of Johnny Cake Ridge Road through a right -in right - out configuration. This access has been shifted to the south to allow for a shared access with Outlot C. A cross -access agreement between Lot 1, Block 1, and Outlot C shall be established with the Developer's Agreement. Previously, the building's access was from the west side of the site. Due to the access from Johnny Cake Ridge Road being shifted to the south to be shared the access to the building will now be from the east side. Staff believes this creates an improved site flow as the full access to the site will be from Evendale Way. This allows larger vehicles, such as RV's to utilize a full access road with less traffic. The right -in right -out access on Johnny Cake can be used for office access, and vehicles exiting the site. Parking: Self -storage facilities are not a use listed in the city code for parking calculations. Staff has done research on past approved projects and found that the parking demand at such sites is minimal. The site plans include a proof of parking to meet the parking demand if this facility were utilized as a warehouse facility. A condition of approval will be that a proof of parking agreement is included with the developers agreement for this project. Prior to City Council approval staff has requested that the applicant provide an architectural drawing that can provide a count of interior parking spaces. As 87% of the units are accessed from within the structure the majority of the site parking will be inside the building. Based on staffs research the 7 exterior spaces, and the future interior spaces are deemed enough parking for the demand currently. If there are parking issues in the future the proof of parking agreement established with the developer's agreement will address these concerns. Exterior storage, or storage of vehicles is not permitted as part of this application. Stormwater Ponding: The larest change to the site plan since the public hearing is the stormwater pond configuration. Previously two separate ponds were proposed, but after meeting with City staff the applicants have combined the ponds for greater efficiency. Combining the ponds allows for the creation of Outlot A, which will be dedicated to the City as a regional stormwater pond. This efficiency allows for the ponding area to be smaller, and for an are where a City well could be constructed in the future if it is required. Floor Plan: A conceptual floor plan shows a total of 804 units for rent, with 56 exterior access doors along the northern property line. The majority of the units are proposed to gain access by entering the building through a drive in door. The interior building has a 35' drive isle, and is one way allowing renters access to units served off the main drive. 87% of the units will be access from the interior of the structure. Several units are large enough for RV or large boat storage with a mix between 12' x 30' to several 12' x 40' units and will not be climate controlled like the rest of the facility. Structure and Elevations: The 125,000 sq. ft. facility is proposed to be climate controlled with entry to private storage units from the interior of the structure and via overhead exterior doors. The proposed materials are of corrugated metal panels, and split face masonry. The colors of the structure are generally consistent with the surrounding architecture of the industrial zone. Comments from neighbors at the public hearing expressed concern for the bright red doors adjacent to the residential properties to the north. To address these concerns the applicant has agreed to change the color of the doors to a more subdued grey color. This is reflected in the new elevations attached. Landscape Plan: The application included a landscape plan which shows a total of 64 trees, and a variety of shrubs and prairie grasses. City code requires 1.5% of the total project cost to be included as landscaping. A bid list will be provided prior to the issuance of a building permit. A review memo by the Natural Resources Coordinator is attached to the Engineering report. Staff made the suggestion that some landscaping be included on the south side of the lot as well, which the applicant has added as part of their updated landscaping plan. Impervious Surface Coverage: The Limited Industrial zone does not have a maximum impervious surface coverage, but does require a maximum building coverage not exceed 45% of the lot. With the changes to the lot line to create the stormwater pond outlot the building coverage has increased from 41% to approximately 45%. The site plan needs to be clarified to show the correct square feet of the building, as there are currently two listed. Once this is completed the park dedication for the site can be finalized. A draft condition has been included in this report that may be altered depending on the actual building size. Responses to Public Hearing Comments: The public hearing was held on September 20, 2017. Below is a summary of the questions and comments, along with staff responses. 1. A preference for the trees along the north side of the lot to be staggered to better screen the structure. Staff response: The landscape plan has been reviewed by the natural resource coordinator and found to be an excellent screen. The mix of deciduous and conifer trees are staggered along the northern property line and at full growth will more then screen the structure. 2. A concern for the bright color of the red doors adjacent to residential properties being too visible. Staff response: The City Attorney has stated that without an application for an item that would require mitigating factors the City is unable to require that the door color be changed. However, the applicant is seeking to be a good neighbor and has changed the door color to a grey color along the northern property line. There are residential properties to the east as well, however the distance to these properties is a much greater distance. 3. A neighbor would like to see the access from Johnny Cake Ridge Road moved to the south rather than the location currently shown on the plan. Staffresponse: Staff also made the condition that this access be moved to the south. The updated site plan has the location with suitable distance separation between the two intersections. 4. A concern was raised about the noise of the air conditioning units and whether the neighbors would hear them. Staffresponse: The units will be screen per City code, which will assist with deflecting any noise. Should there be any noise issues they can be addressed as a code violation. However, the units on this structure will be similar to a commercial air handler which have not had impacts in other areas of the City where they are adjacent to residential. 5. Additional explanation on the lighting, particularly where it is adjacent to residential properties. Staff response: The applicant's photometric plan shows a zero light measure adjacent to residential properties, which is below the code requirement of .5 foot candles. BUDGET IMPACT: N/A ATTACHMENTS: Aerial Photo Zoning Map Memo Preliminary Plat Final Plat Site Plan Utilities Plan Landscaping Plan Elevations Exhibit Exhibit Applicant Letter 144TH ST VV ___ PER 14 w „„„„, „ „_„ FrE1R U P 11-1-471TH" '""' "'"' -„ ,.„„„„... ~ +°~ = _ . Wasatch Storage ....`^.. .. '`.^``�.``.'~^��.'``..._ SeIf-Storage Application'.'. ''.. .'A,, Wiri la wi&e,p_jcA-14F4-0 . --`MI 11 ro , ..`'_-..~. "'''L---4‘. -dr"' OM /witigi I. rad art' , ililly '0410411r lirelfl WM.( 1) Orli fil aU5 t lee P- 16.246.411PN-01. "CIF 1.11 !.1! „..„.. Ad i . -.��,.....`�`_i_„" i N.,,,anamei` _ehe (\mil ____ ___________ r '' 1111 ^_. ' `Z, a IP' mmPI'* . PI '-` *IWO..-.,L-�-- it A, -1- T \A/ JOHNNY CAKE RIDGE RD z J >- X1 w 144TH ST W z EXCELSIOR EVEREST AVE 143RD ST W 1 w z w J W W 1 EUROPA AVE 148THSTW UPPER 147TH ST W I-1 Wasatch Storage Site ZONING MAP Apple Valley • 14P „it) IIM Wo- ke6 y' CITYOF Applell Valley MEMO Public Works TO: Alex Sharpe, Planning and Econ Dev Specialist FROM: Brandon S. Anderson, City Engineer DATE: October 11, 2017 SUBJECT: Wasatch Storage Partners Facility Preliminary Plat Review 147th and Johnny Cake Ridge Road Alex, The following are comments regarding the Wasatch Storage Partners Facility Review for Preliminary Plat and site plan dated October 11, 2017. Please include these items as conditions to approval. General • All work and infrastructure within public easements or right of way shall be to City standards. A public improvement project will be required for work in Evendale Way. • Outlot A which includes the Storm water pond and infiltration area is shown to be dedicated to the City. • 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 Permits • Provide a copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans. • Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits. • Aright of way permit will be required for all work within public easements or right of way. • A Natural Resource Management Permit (NRNP) will be required prior to any land disturbing activity commences. Site • Provide traffic impact study showing anticipated trips and distribution of traffic. • A commercial driveway entrance is required at all access points to public roadways per AV Plate No. STR-4 or STR-5. Detail plate should be referenced. • Provide pedestrian curb ramp per STR-1O at bituminous path along Johnny Cake Ridge Road access point. • Remove existing driveway access point at NW corner along Johnny Cake Ridge Road and patch curb and gutter to match section at Johnny Cake Ridge Road. • Concrete valley gutter may need to be added per STR-1 ldetail with the design of Evendale Way cul-de-sac as part of public improvement project. • Provide updated drawing showing additional Auto turn turning movements to verify site circulation and layout requirements for planned vehicle usage to be used onsite. Please indicate (or show vehicle) stacking distances on the plan as circulation indicates potential for vehicles to back up onto public roadways at exit and entrance access' to the site. The gate at the Johnny Cake Entrance may back up into ROW. Show truck movement with Auto turn entering site to ensure emergency and service vehicles as well as Motor Homes (RV) and anticipated vehicles for site usage can maneuver directly to the front and rear entrance of the building without causing back-ups to public roadways or interfering with parking. • Gates may need to be relocated on the site plan. Grading, Drainage and Erosion Control • Final Grading Plans shall be reviewed and approved by City Engineer. • Final Storm water Management Plan shall be reviewed and approved by City Engineer. • The proposed storm water pond and infiltration basin as submitted are sized to accommodate Lot 1 Block 1 only storm water requirements. • The applicant shall submit a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 — 7100.1100 regarding the state NPDES Permit prior to commencement of grading activity. • Erosion control measures shall be installed prior to beginning grading operations. • A construction entrance shall be provided at all proposed entrances to be utilized for erosion control purposes. Construction access would only be allowed off Evendale Way or 147th Street. No Construction access will be allowed off Johnny Cake Ridge Road as indicated on C3-2. • Street sweeping shall be performed as necessary to address material tracking from the site. • The location and elevation of the site emergency overflow(s) (EOF) shall be identified on the plans. All critical HP and LP shall be identified along with drainage arrows. • Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation • Lowest floor levels shall be 1.0' above the EOF. • Provide cross section and detail for the proposed infiltration basin and storm water basin. Proposed elevations, soil mix, plantings, slopes, benches, buffer areas, access routes for maintenance should all be included on the plans. • The recommended infiltration benches shall be constructed in accordance with Dakota County Low Impact Development Standards. • Additional storm drain inlets are required on Sediment and Erosion Control Plan C3-2 for existing storm drain inlets within Evendale Way and 147th Street. • Modify slopes between south parking lot curb lines and the existing Magellan Pipeline easement. Slopes should not exceed 4:1. Sanitary Sewer, Water Main and Storm Sewer • Final locations and sizes of Sanitary & Storm Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. • The proposed FES 100 & 200 to the infiltration area is requested to be eliminated and/or relocated so site drainage utilizes the existing 48" RCP FES that was sized for future drainage. This change would be incorporated into the recommended reconfiguration of EVR P48.5. Landcape and Natural Resources 1. Additional ornamental trees and shrubs were added to south frontage as requested. This additional landscaping is located in a "Proof of Parking" area. If landscaping is removed for future parking, additional landscape improvements shall be required. 2. Quantities provided on the plant schedule do not coordinate with what is depicted on plan. More trees are drawn on L1-1 than are included on the plant list. 3. Restoration/Landscape plan should indicate required buffers and appropriate seed mixtures for infiltration area, aquatic bench and upland areas associated with any storm water basins. 4. Landscape plan should clearly indicate drainage and utility easements and property line. No major tree plantings shall be located over any underground utilities. The Drainage and Utility Easement will require clearance around the underground utilities, or the expectation that trees may have to be removed for access when needed. 5. A large portion of this project is located in the high vulnerability DWSMA, so it is extremely important that we protect against illicit discharges to infiltration facilities. To prevent contamination of the infiltration basin: a. Recommend aggressive signage about dumping around the infiltration basin and catch basins and other important locations on site b. Have information available on site about hazardous and other waste disposal requirements c. Have clearly marked disposal facilities for various wastes (garbage and recycling). 6. Notation should be included on the ESC plan on the infiltration basin (not just the details and narrative section) that prohibits stockpiling, vehicle traffic, materials storage, and other activities that could clog the infiltration basin. 7. Amore detailed vegetation establishment plan should be established for the areas seeded with native plants (infiltration basin). The basin shall remain offline while permanent (not temporary) vegetation is being established. Guidelines within the MN DOT Seeding Manual should be followed to establish a successful native planting; p. 44 offers a good outline of what sort of maintenance regime should be followed during establishment. 8. Seeding dates do not match the MN DOT spec for seed mixes beginning with the # 3 (native seed mixes). The dates do not match in the MN DOT spec book. Protective buffer signage in accordance with 152.57 (f) shall be provided and shown on the plans. The upland boundary line of the buffer zone shall be identified by permanent markers, which have been approved by the city, at each lot line, and one at every 50 -foot interval. \-- / E - - <1: - - _ -001-71- - '-i,,,,, 6 I \\\ Zr.17911 \ \'\\ \ , _ SURVEY LEGEND :ADD • ALIF14.11•M I'D LLi`c,d 0 0 99699 M„.',00„OS 32 17/1 MN aq, _I° .41 .3 °sip iouno .41 .3- MWAIINfili4NW/M•10F: \ \ \ , \ 11 1 \ i \ \ \ A. A. \ ) ° \ i \ \ c,6), s, \ .1- .1•NI.S11•10i1.11•IMILII. < I \ \ 26 06.7 3„0f,t1,,OS 626 'H _ 4 A \ -3; 60 \ \ '14 r_ \119.90f 3,0f 171„OS 3,3.trlot„ 3-PV,1011J„ 3 \ \\ . )-117\ ,\-<,,, 1 r 0 \ / \,,,\\\ 1) '1 ,\\ \\,-, -\\.\\ \\I / \\i• V N. 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THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE Hs BITUMINOUS PAVEMENT EXISTING ZONING =1-2 IMPROVEMENT) EXISTING IMPERVIOUS SURFACE AREA =0 S EXI ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND Lt, j )1111 ID L'e cIll ! " r (1 y 1,1 Lc.,1 Li!L! ffi Tr9 1.-ZD\sel!A 6,\AP \TAIDW,C1 00,0\IZLI.L0,00,M Ad 9., / 0, 0, •Pe.91.1 PA 3S '.(11(A7)1° /11176tV 1P Ar.33 `,X ifff_179-) ',Po gigg 2E1,-21Er, STORM SEWER SCHEDULE (LI PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. UIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. ERT RAT ET H R TA RAT UIRED TO MAINTAIN A MINIMUM 18" VERTICAL ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE RE ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-00. AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE u,xg..0 4 14 )1111. 1.-17D\sel,d \-11AIDW,CI 00,0\1,1.,0,00,M ,,OZ ,/ 0, •Pe.°I.1 o Him phi BAC AS ET ROOT FLARE EVEN VVITH OR JUST ABOVE GRADE. BA TO ,\1'6 DECIDUOUS TREE PLANTING DETAIL Eit R T A ET N ST R RA cf2M coi ,,.MMMMMM CONIFEROUSTREE PLANTING DETAIL ....ommampircoi, MULCH - 3" MIN. DEPTH - EDGER - SEE NOTES OR SPECS. g' HacHEED. 11VM DNIG11118 CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL IRRIGATION SYSTEM SHALL NOT ACROSS PAVEMENT. THE SYSTEM NTRACTOR A R FY A N NT AN LOCAT N A A N R RATE A RA N N R NTO RR GAT N SYSTE F A ,!)J RAIN SYSTEM IS NOT ALREADY INSTALLED ON THE EXISTING SYSTEM. MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). 4 „*. s OVOld 30016/ 331V0 At COMMERCIAL GRADE 5" BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS VVHERE BED MEETS LC A EAN R ARDVVO LC T RECEIVE 3" DEEP MULCH VVTH A FIBER MAT VVEED BARRIER. ALL TREES NT NAN STR TO AV G R AN LC AS LANT N TS E T E LI TS F RR AT N ARE TO E VVATERE NOT T T R R OT SYST F AN EX ST NG TR ES TO it 11VM DNI c id (nig) MNDOT NATIVE SEED MIX 33-261 TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL -'r'O'cig IN'i FRc?RANADv-rvOTDC=TEc-PrOrgRF,=cACTNsji-NriliONNTs RAEN'Du'rROD WARNING. TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. NTRACTOR A G ARANTEE NEVV LANT ATER A T R G ONE CALENDAR YEAR FROM THE DATE OF OVVNER ACCEPTANCE. VVARRAN, NE F GROVV NG EAS N F R LAN CA E AT RIALS A G N N T E ATE F AC PTAN BY T 11'1'1 HP, LH! N N T T ERVV E T A R R AT DAT FOR R NG PERENNIALLANT NG • • MAINTENANCE STRIP AT BUILDING EDGE 77, 77, '4) cc, 77, 77, Tilia americana 'Boulevard' Celtis occidentalis B EVARD NDEN D R ANT EED N N T FA N T TO FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT Malus 'Prairie Rose' Rhus aromatica 'Gro -Low' R N NOVV RABA GRO-LOVV FRAGRANT SUMAC Thuja occidentalis 'BaiJohn' (PP15,850) Hemerocallis 'Stella de Oro' Lu6_ (9, LAN CA NTRACTOR ESTAB TO SAT FACT N T AT AN PACT N N IT N AR A AT TO ALLOVV FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. L4,51;t, . i 'u:L' :[ II 111 14 111111 c g!!, qtO liI hi° !MgLi :;11! ch ow. L4° "(4U 24' LILL°L 1L!igLft I:1 III n :1 0 Iiii: mri r L” 1,Ec( !I !LPN, Le; li Iin 1 P !)3,! :0 ea h,,g1 Wat4 !E4 qP HO OWh 0 q IHP, g ii fl Lqi ! WL° Wa M L('LL)-L; LW Lt!H (74Lii0 lii (ig iLIN Lf, Li6 q g'Z'; !QA(c1)1 LL2,E nHVEg H! ALn 2nL'-' !24.gil ;IN '.-' 'ail IZL LLO\sel,d ,e1 -IS \,,OSCIN,W,C1 CICIVD\IZL L,0,00,M .d 6Z,ZL LLOZ / SO/ 0 L 0 0 0 0 D W Ct 00 W co(7) c� O D W W DO QU >U J J >- 0 Ct wCt a, Oo o� w <(0 Uo U LO Oo < w w z M (n CO0 W Z w 0 w x w CONCEPTUAL SEPTEMBER 29, 2017 z >2 w J o_ o_ z U STQ RAG E I 19:-• � r - W II q -- � d0 W r ED �. I�iIIIIVI,WIMi IlAW4 CONCEPTUAL SEPTEMBER 29, 2017 z >2 w J o_o_ z U STQ RAG E FAV #1 NON -CLIMATE RV PARKING xeeeee 13 g m ,-9, " RI RI 41 1.1 P1. 1.1 1.1 . 5 itlel ti' g, ` lJ I { 7:, E �9',.5,'�7 q .4,- r;..,' i,J . c;.,, 1 ,4- 1 1 {'q ,f - 4 l'iji l'';':, S . n Ig li IJ '1 2 CJ i ,--i. F I r?; iv,;i; ,:.'isf L4.� 0 $ L.,2, ,,,i 2 ?II cc-', V,1 g L4 ,-H -moi -i ,-•1 -i i-� 2 il DRIVE THROUGH TOTAL TOTAL 2 e m ,-9, " RI RI 41 1.1 P1. 1.1 1.1 . 5 itlel ti' g, L17 � {'�J - .., L.I I E - E �9',.5,'�7 q .4,- r;..,' i,J . c;.,, 1 ,4- 1 1 s d ,f - 4 l'iji l'';':, S . n F: ,.,: IJ '1 2 CJ i ,--i. F I r?; iv,;i; ,:.'isf W f 0 $ L.,2, ,,,i 2 ?II cc-', V,1 g ,-H -moi -i ,-•1 -i i-� 2 ■ AVM DNO ..0.SZ AVM DNO Jt ..0 0Z uu� ..0-.00Z N 0 0 0 0) Z Z Z W o o . is, 0 0 0 0 0 . JO . N- r r r N N M M N N E X X X . X X X X X X X X X O O O O O O O N N Q L,() Ln LO N r r r r r r r(2 EEEEEEEEEEEE•EEEE r r �i SEPTEMBER 29, 2017 CONCEPTUAL M O O N M O W 15 o �Y �-c9 �O _ � L.L 3 - O O Q U aN, i, O (w C � r Q a0 o W M C • U X X X U N N O U z U STQ RAG E (1,7_4_4_1/4- 4-0 Commercial Partners Title, LLC 204 South Sixth Street Suite 1300 Minneapolis, MN 554D2 Zug 42, Et s co"► 2358858 :013JUtlHO n m ACCESS RESTRICTION EASEMENT om v * n6'; r1 CZ. xy '; g ci.3mn�ocn oSo(del 0 �� 3c. ni n ' = 3 - kin 8 cr)4=1 S Zm 1 Z cmnil 8 ;,z C ►,�'`� gmDoc,. ... 03:1. ,,, . . dri,„ =m 2 c.:9 mo 2 2 V:1CA 0 ,:iZ :0 0 rn moa) m rn cp o -4 s 0z xi c)0 0 C:t0 c 03roil 4:1I CI 171'INS V41 -.1> 2:1 ,5 . THIS EASEMENT, made this day of �.,,, , 2005, by VENSTAR, LLC, a Minnesota limited liability company (hereinafter rcfe / d ts, s "Grantor") in favor of the City of Apple Valley, a Minnesota municipal corporation, organized under the laws of the State of Minnesota, (hereinafter referred to as the "City"). Grantor is the title fee holder to properly legally described as Oudot A, Wirsbo Second Addition. That the Grantor, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, forever, the following permanent access restriction easement: The westerly one foot (1') ofOutlot A, Wirsbo Second Addition, Dakota County, Minnesota. ("Easement Area"). See also Exhibit Dollar ($1.0 hereto and incorporated herein. This easement is granted for and limited to the express purpose ofrestricting vehicular access to Johnny Cake Ridge Road, over and upon or across the Easement Area, except at locations permitted by the City, it being understood: 1. The City shall have no obligation to maintain the Easement Area and the Grantor, for itself and its assigns, may sod, seed, plant and maintain the Easement Area, provided that no driveway or other forrn of accessway may be constructed thereon. 2. The City shall have no right to utilize the Easement Area for any other purpose. 3. Grantor shall, upon the development of Outlot A, be entitled to one access to Johnny Cake Ridge Road, upon, over and across the Easement Area, at a location acceptable to the City. This instrument and the covenants and agreement herein contained is binding upon the Grantor, its successors and assigns. DATE RECEflIED DAKOTA NTY TREAS&JRERAUDITOR Ad z 0 IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed as of the day and year first written above. DEVELOPER: STATE OF MINNESOTA) ) ss. COUNTY OF______ } On this .421!± day of for said County, personally appeared me duly sworn, did say that he/she is the Illinois corporation named in the instrumcnt, and that corporation by authority of the corporation and said said instrument to be the free act and deed of the corporation. VENSTAR, LLC, a Minnesota limited liability company 2005, before me a Notary Public within and to me personally known, who being by of Wirsbo Company, the s d instrument was signed on behalfofsaid r e4 fr21c �, o_ acknowledged THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-313G MGD: 6G-2301 Easement No. 86 0 0 \\V Z a:55 Lai V'U 0 (1) CY C, Fl 1"*"' k 40' 4/ 3 .49.00.00 $ DCVO ii; i s y- z Ej b $ tAir 14 Nom t woos m Z X w <1: r". I I 0 0 --^-^^ ._|_^ IT, 1-11 r' Fli;) \ 0;4 4 4 4 4 4 a“. , pc, „ AVM 37VON3A3 \ 111 L _ OVOld 3901d 3)/VO ANNHOP Fully Shielded (8 LT, cf, tl)Z < cL 0 0 o_ rs8 Hi\seud ,egs \-1,1,e_Lea aaejvz LZ•S LLOZ / ZZ/ 80 .P..old August 22, 2017 Alex Sharpe City of Apple Valley 7100 147th street West Apple Valley, MN 55124 Re: Wasatch Storage Partners Indoor Storage Facility Application Submittal Dear Mr. Sharpe, On behalf of the applicant, Wasatch Storage Partners, we are submitting for Preliminary and Final Plat, Easement Vacation and Site Plan Review for a new 124,900 square foot public indoor storage facility. The facility is proposed near the northeast corner of Upper 147t" Street West and Johnny Cake Ridge Road ("The Site"). The project is a permitted use and is in compliance to city zoning standards. Wasatch Storage Partners is a nationwide self -storage development, acquisitions, and asset management firm. Wasatch Storage Partners specializes in acquiring and developing class A institutional grade storage facilities and works closely with national and regional 3rd party management groups that operate clean, safe and efficient facilities. The team at Wasatch Storage Partners has led private companies, played key roles in public companies, and has extensive expertise in feasibility, development, acquisitions and capital formation. The office hours of operation of the facilities vary from market to market, however Wasatch Storage Partners' facilities generally operate from gam -bpm Monday through Saturday, and occasionally have reduced hours of operation on Sunday from llam to 3pm. Atypical facility will have 2-3 employees on site at a given time as well as multiple other behind the scenes employees working on maintenance, website traffic, marketing, etc. The facilities aim to appeal to both residential and commercial customers by providing a wide array of unit sizes. Preliminary/Final Plat and Easement Vacation The Site currently is comprised of two parcels and the platted street Evendale Way. Our site is Outlot A Eagle Ridge Business Park and the second parcel is own by Lifeworks Services (Lot 1 Block 1). The project will subdivide the current Outlot A into three parcels; the proposed storage facility parcel (Lot 1 Block 1) plus two Outlots (A & B). The northern section of Evendale Way, north of the gas easement will be vacated and replaced with a cul-de-sac south of the gas easement. The three new lots will be in a newly created plat titled Apple Valley Wasatch. The proposed application will include a preliminary and final, as well as easement vacations. We are proposing to vacate the northern portion of Evendale Way and the existing drainage and utility easements shown on the underlying plat. We also propose to vacate the 1' Access Restriction Easement along Johnny Cake Ridge Road. The proposed plat will create the required easements along the new lot lines. PLANNING LANL URVEYIN LANL,CAPE ARCHITEC ENVI www.loucksinc.com 1 55 East Fifth Street, Suite 910, Saint Paul, MN 55101 1 763.424.5505 MA Wasatch Storage Apple Valley Mr. Alex Sharpe August 22,2017 Page 2 of 2 Site Plan The proposed site is 7.07 acres. The storage facility is placed along the western side of the site with the stormwater pond placed on the eastern side. Although a regional storm water basin was built for this site previously, an infiltration basin is required due to updated rules. The siting of the stormwater pond to the east was necessary to utilize the rate control capabilities of the existing regional pond located east of the site. The storage facility will consist of multiple size storage units. Access to the units will be from a center drive aisle extending through the entire building. Internal walkways will provide access to units away from the center drive aisle. Access to the facility will be from Johnny Cake Ridge Road and Evendale Way. Access from Johnny Cake Ridge Road will be a right in/right our access. Access from Evendale Way will be a full connection with Upper 147th Street. Traffic generation is minimal due to the non- business hours typically associated with indoor storage facilities. Fire access is available around the building. Parking demands for a storage facility is limited as cars will be utilizing the center drive aisle within the building. We are proposing seven parking stalls along the western side of the building. Two of the stalls will be handicapped accessible. In addition, we have provided another 58 proof -of parking stalls around the building as well as parking at each of the units for a total of 164 parking stalls. The proof -of -parking is shown to ensure that parking will be available if the building is ever used for something else than indoor storage. Landscape & Screening The landscape plan provides a great mix of coniferous and deciduous trees as well as ornamental shrubs around the site and building. We are well aware of the residential homes to the north of the site and placed numerous trees along the northern edge. The trees are a mixture of coniferous and deciduous trees to provide an attractive year-round screen. Boulevard trees are placed along Johnny Cake Ridge Road and ornamental shrubs are up against the building and pylon sign at the southwest corner of the site. A vinyl coated 6 -foot high chain link fence will be placed around the site for security purposes. We believe this proposed development will be a great addition for the residents and businesses of Apple Valley. If you have any questions or need additional information, give me (763-496- 6720) or Justin Barnes of Wasatch Storage Partners at (801-692-1474). Sincerely, LOUCKS ASSOCIATES air Vicki J. VanDell — P.E. Project Engineer Cc: Wasatch Storage Partners — Justin Barnes . . . •••• ••••• •••• ... c. Apple11 Vlley ITEM: PLANNING COMMISSION MEETING DATE: SECTION: 6.A. October 18, 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, November 1, 2017 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, October 4, 2017 • Site plan, variance applications due by 9:00 a.m. on Wednesday, October 18, 2017 Wednesday, December 6, 2017 - 7:00 p.m. • Public hearing applications due by 9:00 a.m. on Wednesday, November 8, 2017 • Site plan, variance applications due by 9:00 a.m. on Wednesday, November 22, 2017 Next City Council Meetings: Thursday, October 26, 2017 - 7:00 p.m. Thursday, November 9, 2017 - 7:00 p.m. BACKGROUND: N/A BUDGET IMPACT: N/A