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Home My WebLink About8/5/2020 ••e •••• ••••• Ge Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 Planning Commission meetings have resumed at the Municipal Center and are open to the public with physical distancing restrictions. Attendee procedures and access information are posted on the City's website. August 5, 2020 PLANNING COMMISSION TENTATIVE AGENDA 7:00 PM 1. Call to Order A. Planning Commissioners will be attending either in-person or virtually. A Roll-call will be taken. 2. Approve Agenda 3. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A. Approve Minutes of July 15, 2020, Regular Meeting 4. Public Hearings 5. Land Use /Action Items A. Applewood Pointe - PC19-10-ZSB Consider Rezoning, Subdivision and Site Plan/Building Permit Authorization to Allow for 3-4 Story/98-Unit Senior Condominium on 10.9 Acres Location: 12444 Pilot Knob Road Petitioner: United Properties 6. Other Business A. Review of Upcoming Schedule and Other Updates Next City Council Meeting- Thursday, August 13, 2020 - 7:00 p.m. Next Planning Commission Meeting- Wednesday, August 19, 2020 - 7:00 p.rn. 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www cityofapplevalley.org 0*0 00*0 0000 00000 ITEM: 000 Apple PLANNING COMMISSION MEETING DATE: August 5, 2020 Valley SECTION: Special Notification Description: Planning Commission meetings have resumed at the Municipal Center and are open to the public with physical distancing restrictions. Attendee procedures and access information are posted on the City's website. Staff Contact: Department/ Division: Mari Salamanca, Planning Department Assistant Community Development Department ACTION REQUESTED: Please let us know you have joined us by either signing at the door or requesting to be an attendee on-line. SUMMARY: Note: Planning Commission meetings have resumed at the Municipal Center and are open to the public with physical distancing restrictions. BACKGROUND: N/A BUDGET IMPACT: N/A ��•00000 ITEM: 1.A. 000 :::• Apple PLANNING COMMISSION MEETING DATE: August 5, 2020 Valley SECTION: Call to Order Description: Planning Commissioners will be attending either in-person or virtually. A Roll-call will be taken. Staff Contact: Department/ Division: Community Development Department ACTION REQUESTED: SUMMARY: BACKGROUND: BUDGET IMPACT: 0*0 00*0 0000 00000 ITEM: 3.A. 000 Apple PLANNING COMMISSION MEETING DATE: August 5, 2020 Valley SECTION: Consent Agenda Description: Approve Minutes of July 15, 2020, Regular Meeting Staff Contact: Department/ Division: Mari Salamanca, Department Assistant Community Development Department ACTION REQUESTED: Approve minutes of regular meeting of July 15, 2020. SUMMARY: The minutes of the last regular Planning Commission meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES JULY 15, 2020 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: Chair Tom Melander*, Tim Burke*, Jodi Kurtz*, Paul Scanlan*, David Schindler*, Ken Alwin*, and Keith Diekmann*. Members Absent: None City staff members attending virtual meeting: City Attorney Sharon Hills, Community Develop- ment Director Bruce Nordquist, City Planner Tom Lovelace, City Engineer Brandon Anderson Planner Kathy Bodmer, and Planner/Economic Development Specialist Alex Sharpe. *Present via remote technology 2. APPROVAL OF AGENDA Chair Melander asked if there were any changes to the agenda. CD Director Nordquist said no changes. MOTION: Commissioner Diekmann moved, seconded by Commissioner Alwin, approving the agenda. Rollcall vote: Ayes - 7—Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, approving the Leach Garage Variance Reauthorization — PC17-39-V. Rollcall vote: Ayes - 7 — Nays - 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Kurtz, approving the minutes of the meeting of May 20, 2020. Rollcall vote: Ayes - 7—Nays - 0. 4. PUBLIC HEARINGS -- NONE— 5. LAND USE/ACTION ITEMS A. 2040 Comprehensive Plan Update—PC17-6-P City Planner Tom Lovelace is recommending approval of the 2040 Apple Valley Comprehensive Plan CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 2 of 17 SUMMARY: 2017 and 2018 Home & Garden Expo provided information to public and a public hearing was held June 6, 2018. Community Engagement included: • 2017 and 2018 Home and Garden Expo • Apple Valley Website— Survey and Updates • Stakeholder Meetings • Planning Commission and Park and Recreation Advisory Meetings • Two Open Houses SRF Consulting attended the 2017 Home and Garden Expo, conducted an on-line survey and met with several stakeholders DARTS,ISD 196,CDA,Apple Valley Chamber of Commerce,Dakota County Trans- portation Division and Sustainable Alliance. The Planning Commission met with the Consultants seven times during 2017-18. The Parks and Recreation Advisory Committee also met seven times with the consultant. Open Houses were held in late April and early May. On June 6, 2018, the Planning Commission held a public hearing. The hearing was open, testimony taken and the hearing was closed. No action was taken by the Commission at that time. The draft document will be distributed to our neighboring communities, School Districts 191 and 196, Black Dog and Vermillion River Watershed districts,Dakota County, MVTA, MnDOT and MnDNR. The Comprehensive Plan(Comp Plan) is the City's Blueprint to achieve the vision for its future. Many Comp Plans received by Met Council were considered "incomplete" and therefore addition infor- mation was requested by Met Council before being considered a "complete" document. Apple Valley re- ceived a letter saying its Comp Plan was incomplete. There were several minor issues for the Met Council (i.e. some numbers) including several Land Use and Housing (issues), which took a lot of time to resolve with the Metropolitan Council to get us where we're at today in 2020. The contents of the Plan includes 9 chapters.There is a comprehensive sewer plan(which may have already been) approved,but still needs to be worked with Met Council. There was audio/video time lost for two minutes due to technical difficulties. 12 keys to Apple Valley vision. 1 —Service 2—A great Place to Live 3—Business Oriented 4—Safe 5—Parks to Experience 6—Healthy and Active 7—Sustainable 8—Accessible 9— Successful Downtown 10—Exceptional Learning 11 — Technology and Innova- 12—A Community for a Lifetime tion* *Technology& Innovation was added [to the 2040 COMM PLAN]. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 3 of 17 (The Keys) are something staff looks at as a basis for [moving forward] when considering the Plan. These are the City's guiding principles that will be used to guide the City during the next 20 years. Community context is the examination of the physical, demographic, social and economic characteristics of the City. This tells us how our City is today and how it will likely be tomorrow. These characteristics influence demands for goods and services,public services, economic capacity to support both private busi- nesses and local government. r----------------------r---------------r--------------r----------------r----------------r------------------ ? 2000* ? 2010* '2020** ' 2030** ; 2040** Population ; 45,527 ?49,084 ? 55,500 ; 59,200 ; 63,600 Households 116,344 ; 18,875 1 21,700 123,300 124,900 Employment; 12,106 ; 14,279 ; 15,800 ; 16,400 ; 17,100 *Census Count, ** Council Forecast Mr. Lovelace focused on the 2040 numbers. Between 2010 and 2040 Apple Valley is forecasted to add: 14,500 residents 6,025 households 2,821 jobs Apple Valley's population is steadily aging,household sizes have decreased steadily since 1960.Household size will remain steady.Population growth will be primarily through migration.The physical,demographic, social and economic characteristics will see change. Physical and demographic characteristics/view of the City 1. Community context is the examination of the physical, demographic, social and economic characteris- tics of the City. These characteristics influence demands for goods and services,public services, eco- nomic capacity to support both private businesses and local government. 2. Apple Valley's population is steadily aging 3. Household sizes have decreased steadily since 1960. 4. Racial diversity is increasing in Apple Valley. 5. Future growth will be driven by migration. This growth will primarily be supported by redevelopment of existing properties. 6. The city has a good mix of housing styles. Total multi-family development outpaces all single-family development. 7. Commercial growth has been steady,while industrial investments are increasing again. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 4of17 8. Incomes are high in Apple Valley compared to the region, although real incomes declined from 2010 to 2015. The incidence of poverty is increasing. 9. Apple Valley is a net employment exporter— 89% of its working residents have jobs in other jurisdic- tions. 10. The average work trip for an Apple Valley commuter takes 25 minutes. Reclamation of the Fischer Sand and Aggregate site is an opportunity to develop more than 400 acres, establish new employment, and implement some of the goals of this Plan. Some build-up w/in the community about sustainability and resilience. Recent efforts include: - GreenStep City - Performance Buildings - Utilities, water monitoring and restoration,recycling - Energy:Note—throughout the Comp Plan,next to a section or paragraph that follows sustainability ott and resilience as art of the 2040 Plan,you will find an"Energy Leaf' p ( ) Y gY Apple Valley resolved to become a GreenStep City in 2011 and achieved level three status in 2015,having implemented many new best practices during that time.At the time,level 3 was the highest status that could be achieved. Since then,the GreenStep program has expanded to levels 4 and 5.The City aspires to become a level 5 GreenStep City, which requires it to establish additional performance (in building, lighting, and other similar elements)metrics and demonstrate quantifiable progress toward achieving its goals. Community review of implications to development or re-development: 1. The population above 65 years is projected to have significant increases in Apple Valley as baby boom- ers continue to age. 2. Race and ethnicity, as well as the types of households (e.g. live alone, married with kids, non-family, etc.) are becoming increasingly diverse in Apple Valley. 3. Apple Valley imports its lower-wage work force. 4. While Apple Valley is affordable for most residents, there is a general lack of affordable housing for low-income earners throughout the Twin Cities metro.Apple Valley is committed to meeting its share of the regional affordable housing requirement and increasing local access to well-paying, head-of- household jobs. 5. The current nationwide retail bubble is a concern, given the significant amount of retail space currently available in Apply Valley.Moving forward,new retail development opportunities have the potential to add additional stress to existing retail development. 6. Attracts a high-wage workforce/Allows for medical services/Provides a variety of housing options/ Provides multiple uses at a higher intensity and density than how the city has historically developed CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 5 of 17 7. Apple Valley seeks to promote equitable technology development and expanded access to technology through continued reinvestment in public services and consistent community engagement. Land Use — staff has been working with Met Council on resolving land use and housing issues. After months of discussion and submittal of supplemental information,the Council determined on June 9, 2020, that the plan was determined complete and ready for final review. 2040 LAND USE MAP slide: In our drive to improve the City of Apple Valley, it is important that we look at the Land Use Plan.At times,in reports, there is a Comp Plan designation. Some changes,but not a lot. 2030 TO 2040 CHANGE MAP: There are changes between 2030 to 2040 Land Use - Added Manufactured Home (Community) designation(parks on either side of Cedar Ave) - Worked with Met Council on lingering issues: The Shores Townhomes development in the gravel min- ing area, near Orchard Place development. A Comp Plan re-designation had to happen once the Comp Plan was approved. Also true for Kathy (Bodmer)'s work on Cider Ridge Development near Hope Church; a small commercial development in the NE corner of 145t' & Cedar Ave. Working produc- tively with Met Council showed that each instance was "minor enough" that after (CC) approval, did not need to go back to Met Council for a final approval if an updated Land Use plan was provided. - Concerning Apple Valley Golf Course, this is a little more substantial as it is not just land use that is changing,but a new category is being added: Low Density Flex.It will require Met Council's approval. Query from Melander—There was some push back on Low Density Flex. Has that been approved? Lovelace response—No, it is recommend by the Council to submit a Comp Plan amendment, but this (2040 Comp Plan) needs to be approved by Met Council and adopted by City Council before any new requests can be submitted. Once that is done, a request(for LDF) will be sent to Met Council for review. Neighbors and adjacent agencies (ie: schools, DNR) have already been notified of the consideration, as required. Comments have been received. DEVELOPMENT PHASING PLAN slide:City snapshot based upon discussions with the Planning Com- mission and other stakeholders on how(staff) sees the phasing happening. Majority of property that is left for development is the mining gravel area•, south of County Rd 42 and west of Pilot Knob Rd. Approxi- mately 400 acres,which will not be completely developed until 2030/2040. A lot of redevelopment will be happening as (staff) moves forward. Looking at the Downtown Concept Plan, things that could happen: making smaller blocks, looking back at what AIA [American Institute of Architects] did during planning exercise with the city sometime in the past,which included some U of MN students that did work on the project. Changing the look of the down- town in the future by changing to smaller blocks and creating different types of connections in the down- town area. CONCEPTUAL LAND USE DIAGRAM: Land Use for the gravel mining area. Slide shows what can happen in the future,with majority occurring in 2020.Reminder that the PC recommended approval(to the City Council)of the Orchard Place(L)development including the Preliminary Plat,Subdivision of property CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 6of17 and other aspects. The Shores (K), southern 10 acres is part of the Pulte Townhome Development. Moving forward in 2020. LAND USE GOALS: General Development • Direct development to meet needs of the City's residents and workforce. • Minimize land use conflicts to maintain the functional integrity of distinct uses and individual prop- erty values. • Ensure a community with strong, cohesive, identifiable neighborhoods. • Ensure that the land use plan connects residents to jobs and services. • Attract and retain businesses that provide head-of-household wages. • Support a vibrant, successful Downtown as the primary shopping, service, and activity center. Rehabilitation and Development—Provide a flexible framework to encourage property maintenance, in- fill redevelopment and adaptive reuse. Transit-Oriented Development—Looking at the Cedar Ave major corridor as well as County Rd 42, as these areas continue to develop; looking at different transportation modes,including buses. • Use"suburban-intensive"transit-oriented development to increase appropriate housing opportuni- ties and support a compatible mix uses. • Encourage downtown development and redevelopment will enhance walking and bicycling. • Manage parking supply to reduce the amount of unused surface parking. Intergovernmental Relations—having good relationships with Dakota County and Metropolitan Council as well as maintain a cooperative relationship with other governmental, quasi-governmental,and other non- profit organizations. Energy— Seek to minimize energy waste and increase the role of renewables in the public and private sectors HOUSING AND NEIGHBORHOODS At or below 30% AMI 221 31 to 50% AMI 118 51 to 80% AMI 129 CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 7of17 Total Units 468 One of the bigger items—Met Council reviewed the region for affordable housing need over the 7-County area with which they have jurisdiction and required that(the City)would have to have 468 based on income level. Staff is hoping to meet those goals, like they did for the 2030(Comp)Plan. Housing Goals:provide affordable housing, address community needs, supply a variety of housing styles that would provide for how the community is growing,with aging and diversity,providing housing to meet future demographic, and encouraging a high standard of property maintenance. • Work with the Metropolitan Council,the Dakota County Community Development Agency,build- ers and other involved parties to provide a fair share of the region's affordable housing. • Use the Comprehensive Plan and other resources to address community housing needs. • Encourage a supply of housing styles and sizes that lets people of all ages continue to live in Apple Valley;the supply should adapt to future changes in demographics and meet local labor force needs. • Continue to encourage a high standard of property maintenance. • Promote quality housing developments that respect the natural environment and resident health. • Promote a high level of safety and security for people living in all types of housing. • Reduce greenhouse gas emissions from residences by encouraging wider adoption of renewable resources by utility companies. • Encourage individual homeowners and owners of rental housing to increase energy independence and to minimize energy consumption and waste. Review page 5-21(of 2040 Comp Plan).A lot of discussion with Metropolitan Council to reach an agree- ment on the Affordable Housing Implementation Tools and how they would be used. Met Council consid- ered this table (Table 5.10) as appropriate, and is the type of things (staff) will be looking at. [The table breaks down which tools will be considered, which have already been used, which will be explored, and those tools which are unlikely to be used.] This is what the Met Council was looking for even though it took some time to agree on it. ECONOMIC DEVELOPMENT STRATEGIC PLAN—Not required as a chapter,but most communi- ties have added it as a plan. This includes the City. Plan includes: Attract mixed business, invest in Down- town, make superblocks for multi-modal movement, reach out for regional-national-global connections, looking for well educated, trained workers to match job availability in the community, always developing economic resilience. (AV would become) retail hub of attraction, retention and expansion. Connections regionally,nationally and globally given proximity to the airport and continue to encourage effective transit service expansion and fiber optic deployment. • Attract large employers to the Mixed Business Campus area. • Invest in the Downtown quadrants. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 8of17 • Make the superblocks in the Downtown quadrants more accessible and offer ease of movement for vehicles,bikes and pedestrians. • Develop regional,national and global connections. • Support and develop well educated and trained workers that match job availability and next gener- ation job growth. • Develop economic resilience that adapts to trends in business climate and the unknown natural disasters that could affect City and business services and operations. (Staff) strategy: Coordinate—Evaluate—Prepare—Promote—as we Grow. PARKS AND RECREATION— Confluence, a group hired by the City's Parks and Recreation Dept,put together a more comprehensive plan for Parks and Rec. Along w/Confluence is added information to the 2040 Comp Plan in order to meet the Met Council's requirements. CITY PARKS MAP*: shows the number of parks we have in the community. (Staff) is always looking at what's available, and what is needed. *This was last slide in presentation to the PC,but more information followed. Chapter 9—Water Resources: • Includes surface water, sanitary,water services, and water resources. • Always trying to maintain our surface water goals.Enhancing wetlands,providing for quality and quan- tity of ground water,provide water and environment resources through education,public involvement, and cooperation. The Comp Plan shows several water systems throughout its pages. Water Strategies ... as we move into 2040. • Water Supply Plan includes a plan for prioritizing water use,reducing demand and implementing emer- gency water connections. EMERGENCY RESPONSE PLAN • The City has adopted a Federal Emergency Response Plan • The current City's DNR Water Supply Plan contains water supply protection measures. SOURCE WATER PROTECTION • Strategies that address the vulnerability rating of the aquifer and to protect the water supply. • Public education programs on wellhead protection. • Proactive management of existing,unsealed and unused wells. • Proactive management of other potential sources of contamination. • Monitoring of well water levels and possible contaminants. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 9of17 WATER CONSERVATION PLAN • Continue the water conservation techniques employed over the last 10 years and annually evaluate and expand them as appropriate. • A meter replacement program underway and it is anticipated that all meters will be replaced by 2020. CAPITAL IMPROVEMENT PLAN • Incorporate projects in future Capital Improvement Program. PREVENTATIVE MAINTENANCE • Pull production wells every 7 years. • Pull Water Treatment Plant(WTP)high service pumps every 8 years. • Annual Inspections for leak detection of one-third of the water system plus on cast iron pipe, PVC, overlay areas, etc. • Valve operation program- schedule as time permits. • Semi-annual hydrant flushing and inspection program in the spring and fall. • Reservoir maintenance: warranty inspection at 2 years, touch up repairs at 10 to 12 years, total recon- ditioning at 20 to 25 years. Annual check of Cathodic protection at selected sites. • Valve,meter, equipment, etc. upgrades and replacements are budgeted and scheduled as necessary. Staff is looking for a recommendation that the City Council adopt the 2040 Plan. • Right now it is with Met Council for review. • Last week(7/9)the Community Development committee reviewed and approved the plan; • Yesterday(7/14)the Environment Committee reviewed the Plan and recommended approval; • On 22"d of July,the full Met Council will take a look at it, and will {hopefully} make a recommen- dation to approve the plan. Once(recommended for approval by Met Council), staff will "shepherd the positive vote"to the City Council who will take a look on the 23`d, and provide to adopt the Plan. Staff will also forward(PC's) recommendation from tonight to the City Council, so they will know what recommendation is prior to consideration on the 23" Any questions? No questions MOTION: Commissioner Schlinder moved, seconded by Commissioner Burke recommending to City Council to adopt the Apple Valley 2040 Comprehensive Plan. Rollcall vote: Ayes - 7—Nays - 0. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 10 of 17 6. OTHER BUSINESS A. The Cove at Lake Farquar Sketch Plan —PC20-XX-XXX Planner Kathy Bodmer introducing a request for sketch plan review being brought forward by JMH Land Development, Custom One Homes, and property owners Randy and Carolyn Buller. Request Actions: Tonight is an informal review for the Planning Commission to learn more about the project, an opportunity to provide feedback, and if there are any initial questions or comments. When project moves forward, there will be a number of actions needed: 1st Rezoning ofthe property from "R-l" (Single family, 40,000 sfmin. lot) to "PD" (Planned De- velopment) 2nd Subdivision by preliminary plat to create 14 detached townhome and three detached single family lots. Yd Conditional use permit for rezoning the property to PD within the SH district 4th Variance to allow use ofprivate street to serve the single family detached homes on the west side ofthe site. 5th Site plan review/building permit authorization for the 14 detached villa townhomes. Location — 13009 Diamond Path: The site is the Buller properties, 3 lots on the east side of Farquar Lake, 2 lots are vacant/ 1 contains the existing home. The total area is 8.2 acres Google Earth Oblique Aerial view shows lower left is where clearing for(original)house is,North is left, from Farquar Lake. Comp plan guides the property for LD (low density) development at 3-6 units. Proposal right now is at 2.1 units/acre, below designation but Comp Plan has comment of, "...in cases of infill when there are environmentally sensitive areas the density may be lower than classification." The City acknowledges and accepts that. Zoned as "R-l" (SF residential, 40,000 sq. ft. min.) and "SH" (Shoreland Overlay) because it is within 1000' of Farquar Lake. A zone on zone designation. The Shoreland Overlay provides ad- ditional requirements for DNR designated lakes within the City. Additional requirements are in- tended to help protect and enhance the quality of the City lakes. Because the petitioners are requesting a rezoning of the property from R-1 to PD [planned Devel- opment], this is going to trigger the need for the City to look at its Shoreland Overlay Zoning designation and how that it is set up. Presently the City's ordinance does not have a mechanism that allows the rezoning. And as discussed w/the City Attorney's Office, it was brought to light that we do need to update the Shoreland Overlay District to bring it into compliance or update it CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 11 of 17 with today's State DNR requirements. There really hasn't been a substantial update to the City's Shoreland Overlay District, since it was created in 1988. It is due for a little update. Contour Map —note the site has steep slopes and knolls that will take some engineering to work within. A GIS map from Dakota County shows a topographic map of the lay of the land. It shows on the NW side is large knoll. You can also see the land layout on the east and middle of property. A few years ago,property owners began to pursue development of the property and their plan was to create 7 single family lots. This would have met requirements for R-1 Zoning and Shoreland Overlay, although a number of other issues ensued. This is important to keep in mind as a devel- opment like this would not require a rezoning of the property. Copy of grading plan at that time— somewhat misleading in the plan, is that all properties would like to take advantage of the lakeshore but this is not shown. It did not show individual docks and beaches for the individual parcels. Petitioners presented a sketch plan which provided for 14 detached villa townhomes and 3 single- family lots. Properties were be serviced by a provide street and private driveways. Only 2 access points into the development are shown as they are limited by Dakota County and have responded to that. The private streets for the villas as 26' and the driveway to the SF homes as 16' wide. Focusing on the villas: TH are kept close to private street, allows developer to create a couple of open space lots. 1 natural w/vegetation &buffering to protect lake and include infiltration basin, the other would contain an association access to the lake (ie dock w/14 slips), picnic area, beach. SF homes—shared access from Diamond Path.Existing home would remain as is and 2 new homes would be added. Important to note: A variance would be needed to allow for a shared driveway (from the street) for the single family homes. Usually the City does NOT want to see that because it's difficult for HOAs to maintain over time, especially with few homes. Another issue is that newly created lots do not abut a public right-of-way, which is something the City has NOT ap- proved in the past. Issues: • Farquar Lake is classified as an"Impaired Waters" lake. • Any development of the site will require careful design to reduce impacts to the lake. • Wetland identified on site. • City will require detailed grading, utility, and tree preservation/mitigation plans in con- junction with the review and approval of the preliminary plat to confirm the lots can be developed with minimal impacts to the lake and wetland. 0 2 of the 3 SF lots do not abut public ROW. CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 12 of 17 • Current"SH" Zoning District needs to be updated. • Private streets need turn-arounds and curb and gutter. Fire concerned about private drive- way lengths and widths shown. Need to ensure "Fire Department access". • Noise mitigation needed along Diamond Path. • Stormwater infiltration basins and maintenance agreements will be required. • Buffers will be required for the shoreland area and abutting the wetland. • Replacement trees should be dispersed throughout development. Tree diversity needed. • Will need to engage the Lakeshore Homeowners' Association Planning Commission is asked to identify any particular zoning issues. • No official action is required. The owner wishes to introduce the project and receive feedback from the Planning Commission prior to submitting a formal application. • It is recommended that the Planning Commission not state specifically whether or not they would approve or deny the request, but rather, identify the specific zoning and/or subdi- vision questions or issues they might have with the proposed project. Questions: Commissioner Diekman is concerned about the hill/wall between the Single Family homes and the townhomes. Kathy refers to developer who is on-line this evening. No other comments at this time Mark Sonstegard Presentation JMH Land development—developing land for national homebuilders for past 24 yrs ... in the City of Apple Valley, I have worked with Arcon Development, in the final phases of Cedar Isle, over- saw development of Orchard Point, a number of years back I have worked with Traditions on a portion of the development of Cobblestone. JMH Land is an off-shoot company of S.M. Hentges & Sons out of Jordan, MN A land development general contractor who have been working in the Twin Cities about 40 years, currently doing $100M worth of contracts, yearly. They specialize in site grade work, concrete paving,bridges, and erosion control. JMH similar to other developers in Metro that do development work in house — develop, buy, grade, including all improvements CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 13 of 17 Custom One Homes —Builder Partner, 30 years of building experience in the Twin Cities, Todd Polifka will address his visions of the homes. Westwood Professional Services—Civil Engineering. Westwood staff has been designing and en- gineering unique neighborhoods in the Twin Cities since early 70s. Ryan Bluhm is the engineer for this particular job. CONCEPT SKETCH PLAN Site planning (as Kathy mentioned) ...from access points, working towards the lake... 2 private entrances as directed by the County,with a buffer between Diamond Path and the private street that runs parallel to Diamond Path, for the townhomes. In order to create a buffer area btwn homes and lake, the townhomes would be built closer to Diamond Path, farther from the lake. 2 components: Villa area and custom lot area. Site plan conceptually shows 17 home sites with a density of 2.1 units/acre Villa area includes: private drive, villa lots, and common buffer lot between the villa lots and the lake. North portion of site includes existing home with the possibility of adding 1 or 2 custom homes. Referring to an earlier question about putting villa homes in the (SF) area, it seemed awkward to add a couple other villas next to the existing SF home (lot 3). Contour of area is pretty significant, and anything built there really needs to be customized. There is approx. 1,030 ft of lake shore. Facts, dimensions, and percentages Lakeshore overview — 1,030 linier feet of lake shore, 37% of shore abuts the custom lots, 80' of active area for the Villa Community use, 572' or 56%would remain natural Development Area Overview — Breakdown of overall area — 7.7 acres above the ordinary high water area, 30%of area towards custom lots,44%to villa development,including private road and land between private road and Diamond Path as well as the villa themselves, remaining 2 acres (26%) is the common lot that buffers the lake from the villas. Villa Lakeside Open Space Overview— 15% or .3 acre would include a trail to the lake, gathering space, beach area, and common dock for use by villa residents. Remaining 1.7 acres (85%) of common lot will be used to keep a buffer between finished villa lot area and the lake itself. Villa OHWL Set Back Overview—The common lot also creates a slightly larger setback area. The CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 14 of 17 ordinance requires a min 75' set back, site plan puts villa homes at an average 117' from shoreland, averaging 42' or more above minimum. This slide shows a cross section from Diamond Path thru private path down to the dock area, and another cross section through one of the infiltration systems. You can see how much space this plan puts out there,between the lake and homes. Illustrative Cross Sections Side view of cross sections Section A-A. Area from dock to common space then uphill covering non-active common (or pas- sive) area to villa lot itself to private road and then up even further to Diamond Path. The slope up will be part of screening and buffering of Diamond Path. Section B-B. Further to the south, through the infiltration basins. See the distance the homes are from the lake. Homes are set for a great view but access to the lake would be confined to the active area Several challenges: building items to work out, change of zoning to PD, stormwater mgmt. plans need to be established and worked on to make sure the lake is protected. There is an existing sanitary sewer line along lake shore; plan is to tap into it once and then bring it up to the private street and allow for homes to hook-up to it. Biggest challenge (which Mark has experience with) is building homes abutting a lake. How to safely develop along a lake. I like the idea of besides normal redundancy, silt fence, silt fence, and where to store temporary topsoil to protect the lake. The idea is to create a large buffer and estab- lishing early in development process, keeping development up and further away from the lake. Goal—to bring a unique, boutique neighborhood The concept plan is a good start—meeting the County's requirements for Diamond Path Existing home in good shape in plans to be remodeled and resold ... Brings life style housing to Apple Valley in a strong market, Concept plan minimizes the development impact on the lake, keeping development up and away from the lake shore Finally, the plan establishes a long term, conservative buffer area for the lake. Plan/Elevation Concept of Townhome(s) Custom One Homes - Todd(not available) Custom One Homes has been building in the Twin Cities for 30 years. Slide is the style of SF or Villa homes they are planning on building, the actual will be a little narrower and not have the CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 15 of 17 third-stall garage. What is felt will work best is a lower-level rambler with a walk-out, from the lake you won't be looping at a 3-story home, it will be a 2-story with a walk-out. Villa style w/master suite and typically another bedroom in the basement. It's a unique idea,it's a good idea,(JMH)is anxious to work with staff in bringing the final items for the plat application. Questions/Comments/Feedback? Commissioner Diekman—Mr. Chair, on lot 11, how far is it from shore line? Mark—right @ 75 , at set back at 79' Commissioner Scanlan—Mr. Chair,how would the villa homeowners have access to the common space? Would they have to have a pathway from the back of their home or would they have to go all the way down to the northend to pick-up the lake access walkway? Mark— right now on the concept plan, the private street would be their access; they would walk out to the private street and get on the trail (that is shown in the concept plan), and then take trail down to lake. There would be a planned reared yard trail or shortcuts down to the lake. Commissioner Scanlan - how far for lot 14 to get to the lake, if they walked the entire distance? Mark— quick kitchen table scale: 100'from home to private street to trail, and the trail looks to be about 300'from the beach. about 400 ft Commissioner Scanlan - Have you explored options as far as having access from the rear of the homes? Mark— we would, but we really want to limit impervious, so maybe paved or grass trail in back- yards, but want to keep buffer zone as natural as possible w/out having residents walking through it. Commissioner Scanlan— So, there wouldn't be walking on the sidewalks up front, they would be walking on the private street to get to the access point? Mark—looking at engineering comments, at some point there is supposed to be a trail corridor on Diamond Path. This would need to be addressed with either an escrow or w/... there is some plan, but that is in the county right-of-way. This is a 14 lot development on a private street and will not be too busy for residents to walk on it. Commissioner Kurtz—why isn't common area more centralized Mark— trying to stay away the wetland, stormwater management suggested it would be easiest at this point Commissioner Dickman - What is the depth of driveway? Any overflow parking? Mark—20 to 22/24 feet,possible parallel parking, 26'wide street, will need to see what will work best. Possibly only one side of parking CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 16 of 17 Chair Melander — 1967 was first time on Lake Farquar, lived on Lake Alemagnis and was lake president for some time; Alemeda is in tough shape, Farquare in tougher shape,w/algea and pond- ing issues. Uphill away from the lake, familiarly with silt fences still allows runoff to lake. Would be difficult to keep care on the lake. Although low density, this (housing) looks to be about as much as it could be, at the limit of what is required.. Mark— reiterates the challenge of building next to a lake, double silt fence will help to control water run-off to infiltration area/ponds, best management used is doubled silt fence, build tempo- rary berms w/top soil to hold heaving rains. Will need to work w/engineering staff to work on a 2- 3 phase plan to grade the site and get it ready to build on top. Chair Melander—what %would be graded? Mark—buffer will remain same; approx 20-30 ft, will need to grade about 80%. A lot depends on what can be done with the north area, it could remain the same, but just moving some pads around. For the Villa area at least % of common lot area as well as everything up to Diamond Path. Chair Melander—voices concern about lake...we will need to see something really detailed,if this goes farther. CD Director Nordquist — curious about number of bedrooms & bathrooms, square footage for lower level and main level? Mark— a bedroom upstairs, maybe another down stairs; geared towards empty nester or single person life style. at this price range—3-bedroom, 2 112 bath, with decks &sunrooms, etc. Commissioner Scanlan (to Kathy)—north access point at the curve, exiting from development, is that a concern for exiting? Kathy—access points will be set by county which they have already pin pointed Commissioner Scanlan—concerning the custom home sites, there is no turn around; Kathy— to be explored because at issue is that there must be a turn-around for a street 200' or more. Commissioner Scanlan — concerned similar to Melander; on the pressures (the plan) will put on the lake,itself,looking at the original proposal; would the SF homes only cause more or less of an impact? Kathy — that will have to be a question to be looked at as part of the (new) development. Kathy would prefer to defer to Brandon (City Engineer). Expectation of a SF home to have direct ac- cess... CD Director Nordquist-we rarely talk about this,but fire access is also of concern with the private roads. Uponor's local manufacture of[fire suppression available]... **due to technical difficulties,no recognizable conversation or discussion through the end of CITY OF APPLE VALLEY Dakota County,Minnesota Planning Commission Minutes July 15,2020 Page 17 of 17 the item (about 4 min). B. Review of upcoming schedule and other updates. Due to technical difficulties start of item not recorded (approx. 2min). Discussion ensued on next PC meeting to be held Aug 5'. Community Development Director Bruce Nordquist looks to have (in Chambers) in person meeting, which is the hope, as the City Council has started have their meetings in Chambers, again. CD Director Nordquist requests that Commissioners provide feedback to him as to how they would like to proceed. It is still contemplative as to whether there can be both a Chambers and digital meeting at the same time. 8. ADJOURNMENT Hearing no further comments from the Planning Staff or Planning Commission, Chair Melander asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Alwin to adjourn the meeting at 7:56 p.m. Rollcall vote: Ayes - 7 -Nays - 0. Respectfully Submitted, a� I"141ACL4�� Mari Salamanca, Planning Department Assistant Approved by the Apple Valley Planning Commission on 8/5/2020 Tom Melander, Chair 000 000 0000 0000* ITEM: 5.A. Apple PLANNING COMMISSION MEETING DATE: August 5, 2020 Valley SECTION: Land Use /Action Items Description: Applewood Pointe - PC19-10-ZSB Consider Rezoning, Subdivision and Site Plan/Building Permit Authorization to Allow for 3-4 Story/98-Unit Senior Condominium on 10.9 Acres Staff Contact: Department/ Division: Thomas Lovelace, City Planner Community Development Department Applicant: Project Number: Thomas Lovelace PC19-10-ZSB Applicant Date: 10/16/2019 60 Days: 12/14/2019 11120 Days: ACTION REQUESTED: If the Planning Commission concurs, staff is recommending the following: 1. Recommend the rezoning of the 10.9-acre site located at 12444 Pilot Knob Road from "M6-A" (Multi-Family Residential/6-12 units per acre) to "PD" (Planned Development) and that staff be directed to prepare an ordinance to codify the uses, performance standards and area requirements for the planned development. 2. Recommend approval of the preliminary plat of the 10.9-acre site into one lot and one outlot subject to the following: • The dedication of the necessary public drainage and utility easements to serve the plat. • Installation of eight-foot wide bituminous pathways with eight-foot minimum boulevard as measured from future additional lanes for Pilot Knob Road and McAndrews Road. • Bituminous trails shall be extended just past driveway aprons at both locations and shall meet Dakota County Design Standards. • Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. • Submission of a final storm water management plan that shall be reviewed and approved by City Engineer. • A storrn water pond and infiltration basin construction and maintenance agreement shall be required. • An infiltration maintenance agreement shall be required for the privately owned storm water treatment areas. • A license to encroach agreement shall be required for any structures or signs in drainage and utility easements. • All lots and outlots within the subdivision arc required to have access for ingress/egress to a public street. Easement(s) necessary to provide access are required to be submitted and approved by the City Attorney prior to City Council approval of the final plat. 3. Recommend approval of the site plan/building permit authorization to allow for the construction of a 3-4 story/98-unit senior cooperative building, subject to the following: • Construction shall occur in conformance with the site plan dated July 22, 2020. • Pedestrian curb ramps in accordance with City of Apple Valley standards shall be required at sidewalk crossings of entrances. • Pedestrian curb ramps in accordance with Dakota County standards shall be required at the intersection of Pilot Knob Road and McAndrews Road. • A bump out for vehicle turnaround shall be provided at the west end of private roadway near the right-in only access from Pilot Knob for vehicle turnaround across from townhouse driveways. • The north side of the private street shall designated a fire lane and shall be properly signed in accordance with City standards. • Construction shall occur in conformance with the landscape plans dated July 22, 2020, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 2%2% landscaping requirement at the time of building permit application. • All replacement trees shall meet the standards set forth in Section 152.46 (B) of the city code. • No trees shall be allowed in the Dakota County right-of-way • Additional trees shall be planted around the ponding areas. • Additional trees and landscaping shall be planted along the southern wing of the building near the McAndrews Road entrance. • Construction shall occur in conformance with the elevation plans dated July 22, 2020. • Construction shall be in conformance with the lighting plan dated November 19, 2019. • Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. SUMMARY: United Properties is requesting the following: 1. Rezoning of the 10.9 acres, located at 12444 Pilot Knob Road, from "M6-A" (Multi- Family Residential/6-12 units per acre) to "PD" (Planned Development). 2. Subdivision by plat of the 10.9-acre site into one lot and one outlot. 3. Site plan/building permit authorization to allow for the construction of a 3-4 story/98- unit senior cooperative building. The property is located at, 12444 Pilot Knob Road. It is bounded by Pilot Knob Road (CSAH31) to the west, McAndrews Road (CSAH 38) to the south, and the Valleywood Municipal Golf Course to the east and north. A single-family home and three outbuildings are currently on the property. Access to the property is from a driveway off Pilot Knob Road, which will be removed as part of the proposed development project. BACKGROUND: Comprehensive Plan: The 2040 Comprehensive Plan Land Use Map guides the property "MD" (Medium Density ResidentiaU6-12 units per acre). Medium Density Residential land uses include townhomes, other attached single-family dwellings, and low-rise apartments and condominiums at densities that range from 6-12 units per acre. This designation fits with the M-4, M-5, M-6, and PD zoning districts. The applicant is proposing to construct 98 multi- family dwelling units and seven (7) villa homes on ten (10) acres. This will result in an overall density of 11 units per acre, consistent with the "MD" designation. The proposed development is compatible with the current land use designation. Livable Communities Impact: The proposed multi-family development will provide 98 senior co-op dwelling units and seven (7) townhomes. This development proposal will address the City's Livable Communities Act (LCA) principles of adding a housing product that helps provide a balanced supply and variety of housing types for people of all income levels and in all lifecycle stages. Zoning: The property is currently "M-6A" (Multiple Family ResidentiaU6-12 units per acre). This property has had this designation since 1990. Prior to 1990, the property was zoned "A" (Agricultural) as was much of the non-public property in the area. M-6 zoning districts are intended for those areas which are designated for "medium density" in the comprehensive guide plan, where a moderately high density of townhouse or apartment dwelling units is expected. Property within these districts are characterized by relatively level topography, the minimal presence of significant mature vegetation and proximity to either neighborhood or community collector roads or to arterial roads. Townhouse dwellings and apartment buildings are permitted uses within this zoning district. A building in this zoning district can be no taller than 45 feet and can have a maximum of three stories. The proposed building will have a maximum height of 56 feet. The proposed 98-unit senior co-op development will be located on an 7.5-acre lot. This will create a density of 13 units per acre. The applicant is requesting a rezoning from "M-6A" to "PD" (Planned Development). A Planned Development is an urban development often having two or more principal uses and having specialized performance standards relating to an overall approved development plan to provide for an optimal land use relationship. The purposes of a planned development are: • To encourage a more creative and efficient approach to the use of land; • To allow a variety in the types of environment available to the people of the city; • To encourage more efficient allocation and maintenance of privately controlled open space in residential developments through the distribution of overall density of population and intensity of the land use where an arrangement is desired and feasible; • To provide the means for greater creativity and flexibility in environmental design than is provided under the strict application of the zoning and subdivision chapters while at the same time preserving the health, safety, order, convenience, prosperity and general welfare of the city and its inhabitants; • To encourage an overall design within the natural boundaries for an area; and • To provide an overall guide for developments that are staged because of the size of an area. The criteria necessary for approval of the preliminary development plan as well as the rezoning shall be as follows: 1. The proposed development is in conformance with the comprehensive guide plan of the city and encompasses an area of not less than five acres. 2. The proposed development plan is designed in a manner so as to form a desirable and unified environment within its own boundaries. 3. The planned development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. The proposed maximum number of stories (four) and 56-foot tall building height would be addressed through a planned development. Preliminary Plat: The subject property is currently unplatted. The applicant is proposing to subdivide the 10.9-acre site into one (1) lot and one (1) outlot. The proposed 7.5-acre lot will be the location of the 98-unit senior cooperative building. The 1.1-acre outlot will be reserved for future residential development. The remaining land area will be public right-of-way. The plat shows 75-foot highway easement for the half right-of-way of Pilot Knob Road and 50 feet of half right-of-way for McAndrews Road. An additional 25 feet of right-of-way width will need to be dedicated for McAndrews Road. Drainage and utility easements are shown along the perimeter of the property and a drainage and utility/access easement is shown over and across the development's private street. A minimum 10-foot wide easement shall be established along the property lines abutting the public roadways and five foot (5') wide drainage and utility easement along all common lot lines. Site Plan: The applicant is proposing a 98-unit senior cooperative building on a 7.9-acre lot. Access to the site would be via a 26-foot wide private street that will intersect with McAndrews Road (CSAH 38) on the south and Pilot Knob Road (CSAH 31) on the west side. Access to the building and surface parking will be via two driveways directly from the private street. A third driveway off the private street will provide access to the building's underground parking. The plan identifies 63 surface parking spaces and 115 underground, which equate to a ratio of 1.8 vehicle parking spaces per unit. City code does not specifically address parking for senior only apartments. Review of parking for recent senior apartment projects show that parking ratios vary depending on the type of project. For comparison, the Summerhill senior cooperative on Granite Avenue and 140th Street West has a parking ratio of 1.8 spaces per unit and the Zvago senior cooperative, located at the corner of Founders Lane and Galaxie Avenue, has 1.7 spaces per unit. It appears that the parking for this proposed project is consistent with similar projects that have been built in the city. The proposed building will be set back 76 feet from McAndrews Road, 56 feet from Pilot Knob Road, 59-112 feet from the rear property line and 25-40 feet from the private street. Building setbacks in typical multi-family zoning districts vary from 50-100 feet when adjacent to an arterial road, 20 feet from a private drive and 25-40 feet from any rear or side yard. Parking lot setbacks in multi-family residential zoning districts are 20-50 feet from an arterial road and 5-15 feet from a side or rear yard. The proposed parking lot would meet the standard setback requirements for typical multi-fainily zoning districts set forth in the city code. The site plan shows future development of seven townhomes along the south side of the private street. Site issues related to the townhome development will be addressed at the time of submittal of development plans for the outlot. The original site plan showed the proposed private street being 24 feet wide. This would not allow any on-street parking and would be difficult for emergency vehicles to maneuver. Staff suggested that the street be widened to 26 feet to allow for parking on one side and better emergency access. The on-street parking would help alleviate any future parking concerns associated with the proposed townhome development along the south side of the street. The revised plan shows a 26-foot wide street with 10 parking spaces on the southwest side of the street. Those parking spaces will be in front of the future townhomes. Staff has some concern about having the parking spaces located across from the underground garage driveway and north driveway of the surface parking lot. That area should be signed "No Parking", which will result with the elimination of a minimum of four space. The site plan indicates that "No Parking" signage will be installed along the north side of the private street. Staff is recommending that the north curb be painted yellow and 'No Parking Fire Lane" signage be erected in place of the proposed "No Parking" signage. Several retaining walls varying in height from five to 13 feet high will be constructed on the site. Any retaining wall over four feet tall will require a building permit. Storm water ponds will be constructed in the southwest comer of the site, along the north side McAndrews Road, south of the private street; and in an area between the building and private street. The storm water ponds will collect storm water runoff from the site. The ponds located in front of the building and in the southeast corner of the site will pre-treat the runoff collected. A gazebo and two-foot high retaining wall will be located between storm water pond and surface parking lot. A water feature with a five-foot tall boulder wall will be located in the northeast corner of the site. A concrete patio area will abut the pond and provide a nice amenity for the residents. Grading and Utilities: Mass grading of the site and installation of utilities will be needed to prepare it for development and the installation of utilities to serve the site will be necessary. The grading and utility plans have been reviewed by the City Engineer and his comments are included in the attached memo. The demo plan identifies four wells in the site that will be sealed and abandoned in place. It does not identify the location of a septic system and drain field. These elements will need to removed as part of site development. Tree Inventory and Preservation Plan: Development of the site will result in the removal 5,933 caliper inches. Replacement shall occur in accordance with the City's Natural Resources Management Ordinance, which states that 10% of the total number of diameter inches of significant trees removed must be replaced within the subdivision. Landscape Plan: The landscape plans identify a variety of coniferous, ornamental and Overstory trees as well as a variety of ornamental grasses, perennials and shrubs. The applicant will need to meet landscape requirements within the City's zoning ordinance, which requires that multi-family residential developments install landscaping (live plant material excluding sod) that will have a minimum cost of 2V2% of the estimated building construction cost based on Means Construction Data. The applicant will need to submit a detailed planting list for review and approval by City staff prior to issuance of a building permit. Three Lindens and one Northern Pin Oak trees are located in the McAndrews Road right-of- way. Those trees will need to be relocated outside of the right-of-way. Lighting Plan: City code requires that any light or combination of lights that cast light on any adjacent residential property shall not exceed one-half foot as measured from the property line. Their submitted lighting plan meets the requirements set forth in the code. Elevation Drawings: The exterior finish of the senior cooperative will be a combination of fiber cement lap siding, EDCO metal board and batten lap siding, metal siding, face brick, ashlar pattern modular block, and precast stone trim. City code requires that multiple residential buildings in multi-family zoning districts have an exterior finish consisting of at least 50% non-combustible, non-degradable and maintenance-free construction materials such as face brick or natural stone, with the balance being non-manufactured natural construction material such as plank cedar or redwood. Since this building will likely be located in a planned development-zoning district, specific requirements for exterior finishes on all buildings may be different than what is commonly required. Floor Plans: The garage floor plan shows 116 vehicle parking spaces, a bike repair and storage area, golf simulator room, hobby shop and car wash area. The vehicle parking spaces will be 10 feet wide and 18 feet long and will be accessed via a 24-foot wide drive aisle. Mechanical and utility rooms and the trash area will also be located in the garage level. The main floor will have 24 units and one guest suite. Included on this floor will be the main entry, lobby, offices/mail work room, great room, and fitness area. An outdoor terrace will be located of the lobby and great room The second floor will also have 24 units and one guest room; as well as a library, club room, and arts and crafts area. The third floor will have 28 units and the fourth floor will have 22 units. No common gathering/special use areas will be located on the these floors. All units will have a patio or balcony, and storage units will be available on each floor. Street Classifications/Accesses/Circulation: The site is bounded by Pilot Knob Road (CSAH 31) on the west and McAndrews Road (CSAH 38) to the south Both are A Minor Arterial roads, which have a design capacity of 5,000-30,000 vehicles a day. The 2017 volume for McAndrews Road is 9,200 vehicle trips per day, west of Pilot Knob Road and 9,000 trips per day west of Pilot Knob Road. The 2040 forecast shows 11,200 trips west and 13,700 east of Pilot Knob Road. Pilot Knob Road has an existing volume, as of 2017, of 17,500 vehicle trips south and 20,500 trips north of McAndrews Road. The 2040 forecast shows 21,900 trips south and 27,000 north of McAndrews Road. The proposed senior cooperative will generate approximately 364 trips per day and 52 trips will be generated by the seven townhome dwellings. A trip is defined as a single or one-way motor vehicle movement either to or from a subject property. Therefore, someone leaving a site to go shopping and returning to the site would be two trips. The trips generated from this site should not have an adverse impact on the general function of the roads. Access from the two public roadways to the private street will be limited to a right-in only intersection off Pilot Knob Road and a right-in/right-out only intersection off McAndrews Road. Right turn lanes will be constructed at both intersections and raised medians will be extended in the roads to deter additional movements at those locations. The width of the private street at the Pilot Knob Road intersection will be shortened to 20 feet to restrict access directly to Pilot Knob Road. This will require the construction of a vehicle turnaround at the west end of the private street for vehicles going westbound. Because the project area is located adjacent to two minor arterial roads and a public golf course, access to public transit will be limited. However, transit providers, such as DARTS, Metro Mobility, and Transit Link provide services where regular route transit service is infrequent or unavailable. Pedestrian Access: The site plan shows an internal network of private sidewalks. Bituminous trails will be installed along the east side of Pilot Knob Road and the north side of McAndrews Road. Several connections from the internal sidewalks to the public trails have been made that will allow residents direct access to the public system Signs: Monument signs are shown at the both street intersections. All signage shall comply with requirements set forth in the City's sign ordinance. Dakota County Review: Because the proposed subdivision is located adjacent to Pilot Knob and McAndrews Roads, which are both county roads, it is subject to review by the Dakota County Plat Commission. The Commission reviewed this development proposal on October 30, 2019. Their comments are included in the attached letter. Public Hearing Comments: The public hearing for this request was held on November 6, 2019. The hearing was opened, comments were taken and the hearing was closed. Staff has provided a synopsis of the comments from that hearing and staff s responses to those comments. Several comments and concerns were raised regarding the impact this development will have on traffic in the area. Those concerns included: • Potential cut through traffic in the Huntington neighborhood • U-turns at Pilot Knob Road/McAndrews Road intersection • Sightlines along McAndrews Road Staff Response - The applicant has provided a traffic memorandum that addresses the first two points. The sightline concern and U-turn movements were taken into consideration by Dakota County during their review and recommendations, which are included in the attached memo form the Plat Commission. The applicant has submitted information regarding potential cut through traffic in the neighborhood, which is included with this report. Comments were received regarding the density of the project. Staff Response - The property is currently zoned M16A (Multi-Family Residential), which allows for a density of 6 to 12 units per acre. The density being proposed is consistent with the current zoning. Comments were received regarding the lack of trails going northbound on Pilot Knob Road nor eastbound on McAndrews Road. Staff Response - Pathway sections will be constructed along the roadway sections that abut the subject property. Comments were received about the lack of shopping and services in the immediate area. Staff Response - The applicant has provided a map that shows the location of retail areas, which indicate that there are many retail opportunities within five miles of the site. A concern was raised about the number of trees that will be lost. Staff Response - Tree removal and replacement will be subject to the City's Natural Resources Management Ordinance, which requires that 10% of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subdivision. Because the applicant is requesting a rezoning to a planned development, the City will be able to negotiate with the developer on additional landscaping enhancements. A concern was raised about impact of the site's lighting will have the neighborhood. Staff Response - Any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or from the public streets. Direct glare from floodlights or similar sources, shall not be directed into any adjoining property or public streets, and all the source of all lights shall be hooded or controlled in some manner so as not to light adjacent property. In residential areas, any light or combination of lights that cast light on any adjacent residential property shall not exceed 112 foot candle (meter reading) as measured at the property line. Lighting fixtures for new and renovated outdoor sports and recreational facilities that adjoin residential uses shall be designed to eliminate reflected glare and spill light from the bottom one-third of the reflector, and to shield the view of the arc tube from the residential property. The petitioner has submitted a lighting plan, which identifies the location of streetlights, parking lot lights and light bollards along the private sidewalks. It appears that the onsite lighting is in conformance with city code. A question was raised on how long the temporary access off Pilot Knob Road will be there - Staff Response - The County stated that removal of the access will be consider at the time of development of the property located directly north and east of the property. That property is currently the site of the Valleywood Golf Course and there is no interest in redeveloping that property. A concern was expressed about whether there is adequate parking in this development. Staff Response - The proposed parking ration of 1.8 spaces per unit is consistent with other senior developments in the city. The City has also requested that the private street serving the development have a minimum width of 26 feet, which will allow for on-street parking along the street's south side. BUDGET IMPACT: N/A ATTACHMENTS: Background Material Memo Background Material Agreement Background Material Background Material Location Map Comp Plan Map Zoning Map Agreement Site Plan Plan Set Landscaping Plan Lighting Plan Elevations Background Material Floor Plan Background Material Background Material APPLEWOD POINTE SENIOR COOPERATIVE PROJECT REVIEW Existing Conditions Property Location: 12444 Pilot Knob Road Legal Description: The southwest 10.93 acres of the South 1/z of the Northeast '/4 of Section 13, Township 115, Range 20 Comprehensive Plan Designation "MIX" (Mixed Use) Zoning Classification "M-6A" (Multiple Family Residential/6-12 units per acre) Existing Platting Unplatted Current Land Use Single-family residential Size: 10.93 acres Topography: Gently rolling Existing Vegetation Mature trees along the north and south side of the property Other Significant Natural Features None Adjacent NORTH Valleywood Golf Course Properties/Land Comprehensive "P" (Parks and Open Space) Uses Plan Zoning/Land Use "PD-168" (Planned Development) SOUTH Single-Family Residential Neighborhood Comprehensive "LD" (Low Density Residential/2-6 units per Plan Acre) Zoning/Land Use "R-3" (Single Family Residential/11,000 - sq. ft. lot min.) EAST Valleywood Golf Course Comprehensive "P" (Parks and Open Space) Plan Zoning/Land Use "PD-168" (Planned Development) WEST Camp Sacajawea Comprehensive "P" (Parks and Open Space) Plan Zoning/Land Use "P" (Institutional) •• •000 •0600 •..• •o* CITY OF Apple Valley MEMO Public Works TO: Tom Lovelace, Planner FROM: Brandon S. Anderson, City Engineer DATE: December 13, 2019 SUBJECT: United Properties Applewood Pointe Preliminary Plan Review Tom, The following are comments regarding the United Properties Applewood Pointe Preliminary Plat& Plans submitted November 27, 2019. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 3. 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 4. Stonn water Pond and Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement. 5. Infiltration Maintenance Agreement will be required for the privately owned storm water treatment areas. 6. The developer shall identify whether site utilities will be installed under private or public contract. 7. License to Encroach will be required for any structures or signs in drainage and utility easements. Permits 8. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 9. A Dakota County Right-of-Way pennit will be required for work within the McAndrew's and Pilot Knob right-of-way. 10. A Natural Resource Management Permit(NRMP)will be required prior to any land disturbing activity commences. Site 11. Final site plan shall be reviewed with the construction plans and approved by City Engineer. 12. Access to site shall be in accordance with Dakota County Plat Commission recommendation per October 31, 2019 letter. 13. Applicant submitted a traffic trip generation report: a. The overall changes in area trips is expected to be an increase of 23 a.m.peak hour trips, 29 p.m.peak hour trips and an overall increase of 416 daily trips. b. McAndrew's has a 2017 ADT of 9,800 and Pilot Knob has a 2016 ADT of 20,500 vehicles per day. c. The directional distribution appears to match Dakota County access restriction. d. Travel time and distance exhibit 3 appears to be an accurate depiction of anticipated travel routes. 14. Provide a cross section for Pilot Knob Road and McAndrew's Road showing required turn lanes, shoulders and medians. 15. Show bituminous trail locations along Pilot Knob Road and McAndrew's within ROW. Trail should be 8' wide with 8' Minimum Boulevard measured from future additional lanes for existing Pilot Knob and McAndrew's. Trail shall be extended just past driveway aprons at both locations. Trail alignments as shown do not meet Dakota County Design Standards 16. Provide taper lengths and ratio along Pilot Knob Road and McAndrew's Road for the medians and turn lanes and should be designed for 55 mph roadway. 17. Pedestrian curb ramps in accordance with City of Apple Valley standards are required at sidewalk crossings of entrances. 18. A bwnp out for vehicle turnaround shall be provided at the west end of private roadway near Right in access from Pilot Knob for vehicle turnaround across from townhouse driveways. 19. Last townhouse to the west, the driveway should be shown on the high side of street and to create additional spacing from right-in. Driveway locations should be shown on high side of street. 20. Surmountable curb should be used per STR-1 near townhouse driveways. 21. Drainage and Utility Easement over public utilities in Private Street shall be a minimum of 50' (based on width requirements of 1.5:1 slope to invert ratio from pipe depth. 22. Property Line to townhomes and sidewalk location should be adjusted to coordinate with SER-1 and STR-32 and min. required easement width. 23. Proposed private Pretreatment fore bay area cannot encroach into drainage and utility easement area. Additional berming at outlet may be necessary to ensure drainage cannot overflow to townhouse rear yard or County ROW. Grading,Drainage and Erosion Control 24. Final Grading Plans shall be reviewed and approved by City Engineer. 25. Final Stormwater Management Plan shall be reviewed and approved by City Engineer. 26. Provide Hydro CAD modeling files to the City Engineer. 27. Provide the overall site composite Curve Number(CN) along with the impervious % on the grading plan. The CN should be separated for Lot 1 Block 1. 28. Provide the Storm water Pollution and Prevention Plan (SWPPP)prior to construction. 29. Project is located within 1 mile of an identified impaired water(Farquar Lake). Farquar Lake is impaired for nutrients. a. Per Apple Valley SWMP policy 6.4, enhancement to the pond and infiltration bench to capture dissolved phosphorous are recommended. b. Must comply with NPDES Construction permit section 23.9 and 23.10 30. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. a. The 2018 SWMP PC-SWWM model indicates a maximum discharge rate leaving the site at STRM-100 of the following: i. 2-year 14.98 cfs ii. 10-year 33.06 cfs iii. 100-year 70.73 cfs 31. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre-development condition 32. Wet ponds and pretreatment basins (both interim and full build-out) shall meet the requirements of the MPCA's Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. a. Wet Ponds i. The minimum required total storage volume (Vt,) equals the sum of the volume in the permanent pool (Vpp below the outlet elevation)plus live storage allocation for water quality volume (V,,,q). V,,.q equals 1.0 inch of runoff per new impervious acre. It is required that the V,,,q is discharged at no more than 5.66 cubic feet per second per surface area of the pond. ii. It is required that basin outlets have energy dissipation: l. The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. 2. It is highly recommended that where open channels are used to convey runoff to the pond,the channels be stabilized to reduce the sediment loads. b. Pretreatment Basins/Fore bays i. It is required that where a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10' wide maintenance bench, 1' —2' above the NWL, with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins in conjunction with the maintenance access. ii. It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (VWq)in a pool that is four to six feet deep.Note that the fore bay storage volume counts toward the total permanent pool requirement. V,vq equals 1.0 inch of runoff per new impervious acre. iii. It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. iv. It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. 1. The outflow pipe velocities from the pretreatment basins to the wet ponds are significantly above 6 fps. To alleviate the demand on the outlet pipe, the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet ponds via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. v. Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the pretreatment basins shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide F between the NWL and the top of the submerged pipe. c. Maintenance Access i. It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. ii. It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. iii. The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. d. Pond Buffers and Setbacks i. It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g.,buildings) should not be constructed within the buffer. ii. Restoration/Landscape plan should indicate required buffer area above the HWL. Buffers should not encroach into trails. e. Pond Emergency Spillway/EOF i. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 33. Soil borings indicate a clay layer present in the South Storm water basin (Soil boring 7, 8, and 11). Address clay layer and assess feasibility to infiltrate within the infiltration bench. 34. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 35. The NWL, 100-year HWL and all EOF's should be indicated on plan sheets for storm water pond and infiltration basins, including the water feature shown in the northeast corner of the site Hydraulic calculations shall be approved by the City Engineer. 36. Identify elevations of openings on C500 to ensure that EOF's are 1.0' below the lowest openings and lowest floor(including basements) are: a. At least 1 foot about the estimated 100-year water surface elevation in accordance with SWMP Policy 1.1 37. Identify parking lot and rear yard EOF elevation and routing. Modeling should be provided for depression at STRM-602 to provide adequate freeboard from FFE of building. HWL should be indicated on plans. 38. Proposed "water feature" on C500 indicate water elevation above FFE and underground parking. See note 37 regarding allowable elevations relative to FFE. 39. Provide cross section detail of proposed swale on the north side of the site along with frozen ground snowmelt conditions to ensure proper drainage. 40. All drainage swales and turfed areas shall be at 2%minimum slope. CBMH should be added (extended from STRM-203)to pick up drainage from rear of building prior to discharging to County ROW. 2%minimum slope is not being met along base of rear retaining wall. 41. All retaining walls over 48" from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Provide additional details and/or specifications for retaining wall block type. 42. Retaining Walls shall NOT be located with Right or Way and shall be privately owned and maintained. Boulder walls with south storm water basin shall not encroach into drainage and utility easement areas. 43. No utility crossings are allowed in storm water facilities as shown on C600. Storm Sewer 44. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 45. Provide storm sewer calculations for stormwater requirements. (Rational method including Hydraulic grade lines). 46. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. 47. Existing ditches and culverts will need to be connected to storm water within ROW. STRM-700 and STRM-600 will need to be conveyed via storm sewer as McAndrew's and Pilot Knob have urban typical sections at this location. STRM-100 should be modified to connect STRM-800, STRM-804, STRM-101 48. Additional catch basin(s)may be required in the curb line prior to drainage leaving site onto public ROW. 49. Additional storm sewer catch basins are anticipated in both required turn lanes to meet MN DOT State Aid standards for drainage design. Sanitary Sewer and Water Main 50. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 51. 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. 52. Provide additional drawing showing fire hydrant coverage. 53. Future water main tee and gate valve connection should be extended north of Pilot Knob Access Drive for future water main extension to the north. A Hydrant is required at the end of the water main for flushing and testing. Additional valves will be required at tee location. 54. 16"water main connection requires a butterfly valve (not a gate valve as indicated). 55. Existing unused water service shall be removed entirely back to the main. 56. Sanitary Sewer and water main alignment in roadway shall be per City of Apple Valley standards including service connections to proposed townhomes per SER 1 and SER IA. Water main shall be located entirely on the south side of private roadway. 57. Per C600, telecommunication and power service should be relocated out of the pavement section. All small utilities will need to be installed outside curb line and within drainage and utility easement. Landcape and Natural Resources 1. No trees are allowed in Dakota County Right of Way. 2. 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. 3. A protective buffer zone in accordance with ordinance 152.57 is required (16.5 feet for any storm water pond) and shall be indicated on the plans. Buffers cannot encroach into trails. 4. Consider adding additional trees/landscaping clumps around the proposed pond above the HWL. 5. Additional year round plantings are required along the southern wing of building near the McAndrew's entrance. 6. Boulevard Trees near public sanitary sewer and water main services are not allowed. 7. Diversify the planting schedule to follow City Code 152.46 (B): a. Size, types, diversification of replacement trees. No more than one-third of the replacement trees shall be of the same species of tree, without approval of the city. Box elder,poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) Deciduous trees shall be no less than two caliper inches; and (2) Coniferous trees shall be no less than six feet high. 8. All remaining trees shall be protected from construction damage and root compaction with protective tree fencing. Impacting any Valley wood Golf Course trees is prohibited. Equipment, stockpiles, and contractor parking is restricted from the area labeled"Existing woodland to remain" on Sheet L100. 9. Any wounds or damage to remaining live oaks from March- Nov shall be immediately sprayed with pruning paint to limit oak wilt infections. 10. New trees and retaining walls are proposed to be near storm water infrastructure (inlets, outlets, riprap, boulder outcropping) on each of the basins. Provide 20' clear access for equipment and future maintenance activities on all underground infrastructure. 11. Provide quantities and locations for perennials and grasses. There is a large proposed areas of"native shrubs/perennials" around the basin. Provide a detailed plan for establishment and maintenance if these areas are to be seeded. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x `variety'. Native plants would not contain the variety name in quotes. C O U N T Y Dakota County Surveyor's Office Western Service Center 14955 Galaxie Avenue • Apple Valley, MN 55124 952.891-7087 Fax 952.891-7127 • www.co.dakota.nnn.us October 31, 2019 City of Apple Valley 7100 147th Street W. Apple Valley, MN 55124 Re: APPLEWOOD POINTE OF APPLE VALLEY The Dakota County Plat Commission met on October 30, 2019, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 31 (Pilot Knob Rd.) and CSAH 38 (McAndrews Blvd.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The right-of-way needs along CSAH 31 and CSAH 38 are 75 feet of half right of way for a future four-lane divided roadway.The plat should dedicate an additional 25 feet along CSAH 38 to meet the needs. The access spacing guidelines are% mile (1320 feet) spacing for full access and 1/8 mile (660 feet) spacing for restricted access locations.The access spacing for the proposed accesses are shown as 660 feet on CSAH 38 and 445 feet on CSAH 31 from the CSAH 38/CSAH 31 intersection.The CSAH 31 access does not meet the access spacing guideline for 1/8 restricted access.The Plat Commission will allow a temporary right turn in only access on CSAH 31. Restricted access should be shown along all of CSAH 38 except for the one access opening. Restricted access should be shown along all of CSAH 31 with a temporary access for the right in only location.The temporary access would be allowed until future development to the north or east would allow a full access location to this site and/or unless there are safety concerns along CSAH 31 at this location. A temporary permit would be required through the Dakota County Transportation Department. A quit claim deed to Dakota County for restricted access along CSAH 31 and CSAH 38 is required with the recording of the plat mylars. As discussed, a median is required on CSAH 38 from the CSAH 31/CSAH 38 intersection to Dover Drive and extension of the median along CSAH 31 for the right turn only in location. Right turn lanes will also be required through the permitting process. Also, a private access easement should be recorded with the plat mylars for the adjoining property for future access. As noted,the City will work with developer to construct a trail along CSAH 31 and CSAH 38. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 38 and CSAH 31 are 8,800 and 20,500 ADT, respectively, and are anticipated to be 13,000 and 32,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder's Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County's rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to,turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Butch McConnell regarding permitting questions at(952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at(952)891-7070. Sincerely, Todd B.Tollefson Secretary, Plat Commission c: Brent Hislop (Synergy Land Co.) Mitchell Cookas and Will Matzek(Kimley-Horn) Jennifer Mason and Alex Hall (United Properties) 651 Nicollet Mall,Ste 450 1331 17th Street,Ste 604 UNITED Ill PROPERTIES Minneapolis,Minnesota 55402 Denver,Colorado 80202 952-835-5300 720-898-8866 July 21,2020 Thomas J.Lovelace City Planner City of Apple Valley 7100 147th Street W Apple Valley,MN 55124 Dear Mr. Lovelace, United Properties is requesting a preliminary plat, site plan review and rezoning to planned development for the August 5th Apple Valley Planning Commission Meeting. We are proposing a 4 story 98-unit senior cooperative along with 7 townhomes on the Northeast corner of Pilot Knob and McAndrews roads. This is a "for sale" product with average home sizes of 1,550 sq. ft. The building placement responds to the natural contours of the site, creating significant green space and a gradual transition from lower to higher density at the intersection. We have also worked carefully to preserve significant buffers between our property and the golf course—both to the North and East. Several architectural perspectives have been included showing minimal impact to the golf course due to the natural grades and abundant existing trees. The proposed high-quality exterior materials were chosen to be reminiscent of those used on a single-family home. These include 50%non-degradable,non- combustible, maintenance-free windows and masonry. Fiber cement lap siding, metal board & batten, and a feature wood-look metal siding make up the remainder of the material palette. Together, the material proportions and composition provide an aesthetically enhanced building tailored to this site. United Properties has been in business for over 100 years and has developed 14 Applewood Pointe Cooperatives; 1 is currently under construction and we will break ground on our 161n AWP this winter. There is very strong demand for this product supported by a significant (doubling) increase in the senior population over the next 25 years. Best Regards, Dave Young Kimley>>>Horn MEMORANDUM To: Brandon Anderson, City Engineer From: Mitchell Cookas Kimley-Horn and Associates, Inc. Date: November 22, 2019 Subject: United Properties Applewood Pointe Preliminary Plan Review Kimley-Horn has reviewed the comments provided by the City of Apple Valley, dated October 31, 2019, and has modified the plans accordingly. The comments and responses are listed below. Responses to comments are in bold italics. GENERAL COMMENTS 1. All work and infrastructure within public easements or right of way shall be to City standards. Acknowledged. 2. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. Acknowledged.An updated Preliminary Plat is included in the resubmittal of Civil documents. 3. 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 To be included with final Construction Documents. 4. Storm water Pond and Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement. Acknowledged. The proposed wet pond and pretreatment basins will not accept public stormwater runoff therefore will remain private. 5. Infiltration Maintenance Agreement will be required for the privately-owned storm water treatment areas. Acknowledged. - otellellefelain 767 Eustis Street, Suite 100, St, Paul, MN 55114 • Kim ley 0 Horn Page 2 6. The developer shall identify whether site utilities will be installed under private or public contract. Refer to sheet C600 Utility Plan for proposed utility easements locations in relation to proposed utilities. PERMITS COMMENTS 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. Acknowledged. 8. A Dakota County Right-of-Way permit will be required for work within the McAndrew's and Pilot Knob right-of-way. Acknowledged. 9. A Natural Resource Management Permit (NRMP)will be required prior to any land disturbing activity commences. Acknowledged. SITE COMMENTS 10. Final site plan shall be reviewed with the construction plans and approved by City Engineer. See sheet C400 Site Plan for review. 11. Preliminary Plat shall indicate required 5' (back) and 10' side lot(adjacent to roadways) easements for proposed Lot 1 block 1. The preliminary plat has been revised and is included in the resubmittal of Civil documents. 12. Access to site shall be in accordance with Dakota County Plat Commission recommendation per October 31, 2019 letter. The proposed site access has been revised in accordance with Dakota County Plat Commission. A proposed Right-In/Right-Out is located along McAndrews Road while a proposed Right-In only is located along Pilot Knob. 13. Applicant submitted a traffic trip generation report: a. The overall changes in area trips is expected to be an increase of 23 a.m. peak hour trips, 29 p.m. peak hours trips and an overall increase of 416 daily trips. Acknowledged. See the revised Traffic Report. b. McAndrew's has a 2017 ADT of 9,800 and Pilot Knob has a 2016 ADT of 20,500 vehicles per day. Acknowledged. See the revised Traffic Report. Ki m ey>)) H o r n Page 3 c. The directional distribution percentages need to be adjusted to reflect the Dakota County recommended access restrictions. Acknowledged. See the revised Traffic Report. 14. Provide a cross section of the internal private street per City of Apple Valley Plate STR-32. Road should be a minimum of 26' wide face to face. See sheet C703 Construction Details for typical section consistent with City Standard Plate STR-32. 15. Provide a cross section for Pilot Knob Road and McAndrew's Road showing required turn lanes, shoulders and medians. Acknowledged. Off-site improvements are forthcoming, dependent on final coordination with Developer and City. 16. Site plans should show site line triangles at access entrances as well as on the landscape plan. See Sheet C400 Site Plan for the addition of these site line triangles. 17. Show bituminous trail locations along Pilot Knob Road and McAndrew's within ROW.Trail should be 10'wide and should have a two-foot separation between back of trail and ROW. Trail shall be extended just past driveway aprons at both locations. See Sheet C400 Site Plan for the revised location of the 10'wide trail. The development proposes an to dedicate an additional 25'along McAndrews Road and Pilot Knob, which determines to location of these trails. 18. Provide curb radius labels at both entrances to the site. Curb radius labels have been added to both entrances of the site. See Sheet C400 Site Plan. 19. Provide taper lengths and ratio along Pilot Knob Road and McAndrew's Road for the medians and turn lanes. Acknowledged. Off-site improvements are forthcoming, dependent on final coordination with Developer and City. 20. Provide additional drawing showing Auto turn turning movements for emergency vehicles and planned vehicle used onsite. All emergency vehicle access will likely be from Pilot Knob (ingress). See Sheet C401 Fire Access Plan for truck turning movements. 21. A commercial driveway entrance is required at all access point to public roadways per AV Plate No. STR-4 or STR-5. Standard city plates should be referenced on plans. See Sheet C400 Site Plan and CC703 Construction Details. Street, 00 Saint Paul, IVIN 55114 • Kimley >>> Horn Page 4 22. Pedestrian curb ramps in accordance with City of Apple Valley standards are required at sidewalk crossings of entrances. See Sheet C400 Site Plan for curb ramp locations. 23. Move the pedestrian crosswalk at the entrance on McAndrew's further inside the site (closer to building and parking lot) to better protect pedestrian conflict at RIRO and remove internal sidewalk connections from ROW. See Sheet C400 for the revised location of the pedestrian crosswalk at the entrance of McAndrews. Internal sidewalk connections have been removed from ROW. SIGNS COMMENTS 24. Final Grading Plans shall be reviewed and approved by City Engineer. Acknowledged. 25. Business Final Stormwater Management Plan shall be reviewed and approved by City Engineer. Acknowledged. A revised Stormwater Management Report is included in the Civil resubmittal dated 11/27/19. 26. Provide Hydro CAD modeling files to the City Engineer. Acknowledged. Hydro CAD models are included in the Civil resubmittal dated 11127119. 27. Provide the overall site composite Curve Number (CN) along with the impervious % on the grading plan. See Sheet C500 Grading Plan for the requested CN and impervious % values. 28. Provide the Storm Water Pollution and Prevention Plan (SWPPP). Forthcoming. To be completed along with final Construction Documents. 29. Project is located within 1 mile of an identified impaired water(Farquar Lake). Farquar Lake is impaired for nutrients. a. Per Apple Valley SWMP policy 6.4, enhancement to the pond and infiltration bench to capture dissolved phosphorous are recommended. Acknowledged. The infiltration bench is now specified as a vegetative buffer to capture dissolved phosphorous. b. Must comply with NPDES Construction permit section 23.9 and 23.10 Acknowledged. 30. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10- kimley-horn.co 767 Eustis Street, Suite 100, Saint Paul, MN 55114 Kim ey>>>Horn Page 5 year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. The site is meeting the pre-project runoff rates for the 1-, 2-, 10-, and 100-year events. See the Stormwater Management Report included in the Civil resubmittal dated 11/27/19. 31. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre- development condition. Acknowledged. See the Stormwater Management Report. 32. Wet ponds and pretreatment basins (both interim and full build-out) shall meet the requirements of the MPCA's Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. Acknowledged. a. Wet Ponds i. The minimum required total storage volume (Vts)equals the sum of the volume in the permanent pool (Vpp below the outlet elevation) plus live storage allocation for water quality volume (Vwq). Vwq equals 1.0 inch of runoff per new impervious acre. It is required that the Vwq is discharged at no more than 5.66 cubic feet per second per surface area of the pond. Acknowledged. See the Stormwater Management Report. ii. It is required that basin outlets have energy dissipation: 1. The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. Proposed BMP #1 (Wet Pond), BMP#1.1 (Pretreatment Basin), and BMP#1.2(Pretreatment Basin) have been revised in effort to meet the 6 fps requirement. BMP#1 outlet exceeds this maximum due to final rate control requirements and the allowable space for the detention pond. See Sheet C502 and C503 Grading Details for pipe outlet velocities. 2. It is highly recommended that where open channels are used convey runoff to the pond, the channels be stabilized to reduce the sediment loads. Rip Rap is provided as necessary at channels to stabilize and reduce the sediment loads. Ki m ep> H o r n Page 6 b. Pretreatment Basins/Fore bays i. It is required that were a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10' wide maintenance bench, l'-2' above the NWL, with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins in conjunction with the maintenance access. See Sheet C502 Section B-B for the pretreatment basin typical section. See Sheet 501 Stormwater Management Plan and Sheet C500 Grading Plan for proposed grades. ii. It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (Vwq) in a pool that is four to six feet deep. Note that the fore bay storage volume counts toward the total permanent pool requirement. Vwq equals 1.0 inch of runoff per new impervious acre. The fore bay geometry is limits by proposed on-site grade challenges. The permanent pool depths are at minimum 3 feet per the minimum MPCA requirement. BMP#1.1 and BMP#1.2 are sized to provide at minimum 10% of the water quality volume. iii. It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. The proposed BMP#1.1 and#1.2 are designed with a surface area at minimum of the permanent pond surface area. See Sheet C500 Grading Plan and C501 Stormwater Management Plan for proposed grading. iv. It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. 1. The outflow pipe velocities from the pretreatment basin to the wet ponds are significantly above 6fps. To alleviate the demand on the outlet pipe, the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet pond via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. Proposed BMP #1.1 (Pretreatment Basin) has been added to the stormwater management design. See Sheet C502 and C503 Grading Details for pipe outlet velocities. As a secondary outlet, a spillway is provided, however, it is not anticipated that 100- year storms will need to utilize this spillway. v. Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the ©�� 767 Eustis Street, Suite 100, Saint Paul, MN 55114 Kimley>>)Horn Page pretreatment basin shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1' between NWL and the top of the submerged pipe. See Sheet C502 and C503 for BMP typical sections. Skimmer structures are proposed at each pretreatment basin and wet pond. c. Maintenance Access i. It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. Maintenance access is provided to each wet pond and pretreatment basin through a 8'minimum, 10'typical, wide path at a maximum slope of 10%. See Sheet C500 Grading Plan and C502 and C503 Grading Details. ii. It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. Maintenance access extends to the forebay through utilizing the proposed 10'trail. iii. The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. The proposed BMPs will not accept off-site runoff, therefore the stormwater management areas will remain private. It is not anticipated that these would require drainage and utility easement. d. Pond Buffers and Setbacks i. It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g., buildings)should not be constructed with the buffer. Permanent structures are not located within 16.5 feet of the maximum high water elevation of any of the wet pond or pretreatment basin. ii. Restoration/Landscape plan should indicate required buffer area above the HWL. See Landscape Plans for the 16.5'buffer delineation. e. Pond Emergency Spillway/EOF 00 Saint Paul, MN 55114C Kim ey>>>Horn Page 8 i. Indicate the emergency spillway path that will pass storms in excess fo the ponds hydraulic design or if the permanent outlet pipe/structure fails. See Sheet C500 Grading Plan. 33. Soil borings indicate a clay layer present in the South Storm water basin (Soil boring 7, 8, and 11). Address clay layer and access feasibility to infiltrate within the infiltration bench. See Sheet C501 Stormwater Management Plan, Wet Pond notes which address any encountered clay layer. 34. Proposed riprap at flared end section in southern storm water pond spans 6 feet in height and may become an erosion concern. This has been reduced. See Sheet C Stormwater Management Plan for proposed locations of flared end sections and rip rap. 35. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. See Sheet C500 Grading Plan. 36. The NWL, 100-year HWL and all EOF's should be indicated on plan sheets for storm water pond and infiltration basins, including the water feature shown in the northeast corner of the site Hydraulic calculations shall be approved by the City Engineer. See Sheet C500 Grading Plan. 37. Identify elevations of openings on C500 to ensure that EOF's are 1.0' below the lowest openings and lowest floor (including basements) are: f. At least 1 foot about the estimate 100-year water surface elevation in accordance with SWMP Policy 1.1 See Sheet C500 Grading Plan. BMP#1.2 has been revised to allow for V minimum freeboard between HWL and lowest opening. 38. Identify parking lot EOF elevation and routing. See Sheet C500 Grading Plan. 39. The infiltration basins should be identified by numbers (1-X) and calculations provided. The BMPs have been revised and are identified as such: BMP#1, BMP#1.1, BMP#1.2. 40. Provide cross section detail of proposed swale on the north side of the site along with frozen ground snowmelt conditions to ensure proper drainage. See Sheet C503 Grading Details, Section D-D. 41. All drainage swales and turfed areas shall be at 2% minimum slope. See Sheet C500 Grading Plan. 767 Eustis Street, Suite 100, Saint Paul, MN 55114 Kimley>>)Horn Page 42. All retaining walls over 48" from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Provide additional details and/or specifications for retaining wall block type. Acknowledged. 43. Retaining Walls shall NOT be located with Right or Way and shall be privately owned and maintained. Boulder walls with south storm water basin shall not encroach into drainage and utility easement areas. Site grades have been revised to remove retaining walls from public ROW. See Sheet C500 Grading Plan. 44. Maximum roadway grades cannot exceed 8%. Streets should have 2% cross slope in accordance with STR-32. The private drive grades have been revised to not exceed 8% and to provide the 2% cross slope in accordance with STR-32. See C500 Grading Plan. 45. Drainage Swales are required between townhomes to prevent individual drainage to be directed to adjacent structures. Revise contours accordingly. Drainage swa/es have been added between townhomes. See Sheet C500 Grading Plan for revised grading. STORM SEWER COMMENTS 46. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. Acknowledged. 47. Provide storm sewer calculations for stormwater requirements. (Rational method including Hydraulic grade lines). See resubmitted Stormwater Management Report. 48. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. Acknowledged. The outlet pipe from BMP#1 (Wet Pond) is 6"and therefore is not specified as RCP. The outlet pipe is specified as 6"PVC. 49. Add a structure in the southwest corner of the site and tie the proposed storm outlet into the existing 36" RCP at STRM 406. Existing ditches and culverts will need to be connected to storm water within ROW. A proposed storm structure has been added at the storm outlet in to the existing 36" RCP. Off-site drainage calculations are forthcoming, dependent on coordination with the Developer and City. 0 767 Eustis Street, Suite 100, Saint Paul, IVIN 55114 •, • Kim ey>>> Horn Page 10 50. STRM 400 should be extended and connected into STRM 101 within ROW Propose storm sewer has been revised. See Sheet C501 Stormwater Management Plan. The proposed on-site wet pond is not designed to accommodate off-site runoff. 51. Additional catch basin(s) may be required in the curb line prior to trench drains entering underground parking area to minimize contributing drainage area. See Sheet C501 Stormwater Management Plan for review of added structures. 52. Additional catch basin(s) may be required in the curb line prior to drainage leaving site onto public ROW. See Sheet C501 Stormwater Management Plan for review of added structures. SANITARY SEWER AND WATER MAIN 53. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. Acknowledged. 54. 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. Utility notes on page C600 should be updated to reflect City of Apple Valley Standards where applicable. Utility notes reflect City of Apple Valley Standards. 55. Provide additional drawing showing fire hydrant coverage. See Sheet C401 Fire Access Plan. 56. Domestic water and Fire service shall be split outside the building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City Detail SER-6 for sprinkled buildings. Domestic Water and Fire service is shown to be split outside the building by a distance of 75'away from the 50'tall building on sheet C600. See Sheet C601 for City Detail SER-6. 57. Identify Irrigation service location(s) if applicable per SER-4. This is not applicable. 58. Water main cannot be located underneath retaining walls. Grading has been revised and resolved this issue. Water main will not be located under retaining walls. 59. Extend the water main connection in the southwest corner to provide redundant connection to 16" trunk water. Existing 16" trunk water main within McAndrew's needs to be identified on utility plan. -1� � Ki m ey >>> H o r n Page 11 Watermain has been extended to connect to the 16"trunk main within McAndrew's Road to provide a redundant connection. See sheet C600 Utility Plan. 60. Future water main tee and gate valve connection should be extended north of Pilot Knob Access Drive for future water main extension to the north. A stub has been extended north to the limits of grading for future watermain extension. See sheet C600 Utility Plan. 61. SSWR-103 should be relocated to an accessible location. The alignment of the sanitary sewer has been relocated to provide for better access. See sheet C600 Utility Plan. 62. Sanitary Sewer and water main alignment in roadway shall be per City of Apple Valley standards including service connections to proposed townhomes per SER 1 and SER 1A The Sanitary Sewer and Watermain have been designed per the City of Apple Valley Standards. Details SER 1 and SER 1A have been provided on Sheet C601. 63. Note 7 on sheet C600 should state "Contractor shall maintain a minimum of 8' cover on all waterlines." Note 7 on Sheet C600 has been changed to state "Contractor shall maintain a minimum of 8'cover on all waterlines." LANDSCAPE AND NATURAL RESOURCES 1. The proposed plant schedule contains "River birch" in the ornamental tree category. River birch shall be classified as an Over story Tree. See Landscape Plans. 2. The proposed plant schedule for Over story Trees contains 38% quaking aspen and 27% maples. Diversify the planting schedule to follow City Code 152.46 (B): See Landscape Plans. 3. All remaining trees shall be protected from construction damage and root compaction with protective tree fencing. Impacting any Valley wood Golf Course trees is prohibited. Equipment, stockpiles, and contractor parking is restricted from the area labeled "Existing woodland to remain" on Sheet L100. See Landscape Plans. 4. Any wounds or damage to remaining live oaks from March-Nov shall be immediately sprayed with pruning paint to limit oak wilt infections. Acknowledged. See Landscape Plans. 100, Saint Paul, MIN 55114 Kim erMorn Page12 5. New trees and retaining walls are proposed to be near storm water infrastructure (inlets, outlets, riprap, boulder outcropping) on each of the basins. Provide 20' clear access for equipment and future maintenance activities on all underground infrastructure. Acknowledged. 6. Provide quantities and locations for perennials and grasses. There is a large proposed area of"native shrubs/perennials" around the basin. Provide a detailed plan for establishment and maintenance if these areas are to be seeded. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x'variety'. Native plants would not contain the variety name in quotes. See Landscape Plans. Thank you for the thorough review of the layout. Please contact me with any questions regarding the responses. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. �Wc 2 C,,S� Mitchell Cookas E H ravansuiRsTeNtl 767 Eustis Street, Suite 100, Saint Paul, MIN 55114 Kimley >>> Horn MEMORANDUM To: City of Apple Valley CC: United Properties From. Jacob Rojer, P.E. Kimley-Horn and Associates, Inc. Date: November 27, 2019 Subject: Applewood Pointe Senior Housing Trip Generation Apple Valley, MN INTRODUCTION United Properties is proposing to construct townhomes and senior housing facility on the northeast corner of Pilot Knob Road (CSAH 31) & McAndrews Road (CSAH 38) in Apple Valley, MN. The following memo documents the estimated number of trips generated by the development during peak hours and the trip assignment at the study intersections. TRIP GENERATION The proposed development will include 7 townhomes and a 98-unit senior housing development. Access will be provided to the proposed development via two accesses: • A right-in/right-out access 650 feet east of Pilot Knob Road on McAndrews Road • A right-in access 400 feet north of McAndrews Road on Pilot Knob Road Trip generation for the development was calculated based on the Institute of Transportation Engineers (ITE)Trip Generation, 10th Edition, ITE Land Use Code 220 (Multifamily Housing—Low Rise)and Code 252 (Senior Adult Housing —Attached)was used for the development. Table 1 provides the estimated number of daily, AM peak hour, and PM peak hour trips. Table 1 —Trip Generation Land Use Description ITE Intensity/ Daily AM Peak Hour PM Peak Hour Code Units In Out Total In Out Total Multifamily Housing— 220 7 Units 52 1 2 3 3 1 4 Low Rise Senior Adult Housing 252 98 Units 364 7 13 20 14 11 25 TOTAL 416 8 15 23 17 12 29 Kimley>>> Horn Page 2 TRIP DISTRIBUTION AND ASSIGNMENT Trip Distribution The directional distribution was based on the current traffic patterns in the area,the location of the proposed site access, proximity to retail centers in the area, and the anticipated routes that will provide site users with the fastest and most convenient path to and from the site. Exhibit 1 shows the locations of retail centers surrounding the site and how far away they are from the proposed site. Based on the location of regional roadways, and proximity to retail centers, the estimated trip distribution for the site-generated traffic is provided below: • To/from the north on Pilot Knob Road—50% • To/from the south on Pilot Knob Road— 15% • To/from the east on McAndrews Road—5% • To/from the west on McAndrews Road—30% Trip Assignment With both proposed accesses being right-in/right-out, there will be U-turns at the intersection of Pilot Knob Road &McAndrews Road for southbound vehicles entering the site and for eastbound vehicles leaving the site. The southbound vehicles entering the site will make up 50% of the entering site traffic during the peaks and the eastbound vehicles exiting the site will make up 5% of the traffic during the peaks. However, the trip generation for the site is low and the impacts of the U-turns and right-in/right-out traffic will be negligible. The trip assignment for the two accesses and Pilot Knob Road & McAndrews Road are shown in Exhibit 2. Alternate Routes With access limited to right-in/right-out on McAndrews Road and a right-in access on Pilot Knob Road, other routes were evaluated to determine if vehicles would avoid a U-turn at Pilot Knob Road & McAndrews Road to access the site. The only entering movement where a U-turn would be required is for the southbound vehicles on Pilot Knob Road accessing the site. As previously stated, this movement accounts for 50% of the entering traffic which equates to 4 vehicles in the AM peak hour and 8 vehicles in the PM peak hour. In order to avoid a U-turn, vehicles would potentially use local neighborhood streets such as Dorchester Trail. Exhibit 3 shows the travel time and distance for making the southbound U-turn at Pilot Knob Road & McAndrews Road and for continuing south to use Dorchester Trail. Making the U-turn at Pilot Knob Road & McAndrews Road would take around 12 seconds and is 400 feet to the access. To avoid the U-turn and utilize Dorchester Trail it would take over 90 seconds and is a 1-mile route to the site access. Based on these results, it is not anticipated that vehicles would choose a 1-mile route over making a U-turn at Pilot Knob Road & McAndrews Road. Sincerely, Jacob Rojer, PE ravmit#jmiv.. •• All 14 6.-1P,•.J• ! „.« � •.. .,. "' � • e r.'+fir-•-"'"-J•�� .- ___ .�'-. ... .-... � � r�• t �.� A 1i1 .,� Q 'r •4 u F � • i 7� �.�a .� ` jam, •^'t' �-�II� 1 '� f F;.�..� -+� �7jr� .i k'�"6S• w�isl�� _ jq� - .� ` �•��r �1`'."�'- S^��• .' w`F� '; ,,.. �: -�• A--a-•—=.-..� ..ray, +;.... , t .. ". r..v,r �l " _J '% w4'f• a C \'"1.�, _ }��f1 f.. ':r te r + ♦ f t r , vor r. �„,•i t �� ¢, r �,. r , "..L.J r -.,°�,�� • } ,j••_� •M .r �° a .` �.� _r �)�m;t �� Ft;. �� T.V _ y ^rJ ! _\ .. "C!`iM' 111 � ( !. � r` � �,. � ,� 5 \ ' •'a..__ r v 4 r .• ) 1. 7 r r + �• .ram '( nE� j - ��` � t�ii �(�-� r 7 ue 1 l J 1 Jr �4t , _POT ,, �� .�. %Olt ��► » lot 'Ilk A dL x� 30% MC An (CSAH 38) 5% ' Q n M a Ilt I ' U� V N A 5(3) v 2(2) LT T C 2(5)� Y m � O c. • LEGEND Study Intersection 15% XX[XX] AM[PM]Trip Assignment OItwlw-4k , � xX°i° Trip Distribution r � t Site Location 1 � Project EXHIBIT 2 Kirnley ))) Horn TRIP DISTRIBUTION & ASSIGNMENT r . m � to L '1 � �� +� ;. � �. �« °�►"'"� v b I- ♦ ♦ wP, M P � � ` F •.,b'� �. .Y .m v 1 & " .,...,. .rem" � , °7 ♦ P r 7 ^ irk my 4 « !' a « r' �/ I ' 4 r • ;•` �F r� ., n',a'� � 1 �� ` ,� � fir � � +� -� r .,*"� � °w " '� r ie 40. p � �� t` M,��Nf.m �+ ..�l�v— • � _ � � ��/w FYx fiA,u • MI Y' AS a, t w MACY 14 JW i •m a yin jke ° •" r e � •�� ,�. i %L --k 74or,, 41 r " , r -, :� Z /' r AA UALLEa 4 oll ;COURSE ol f LEBANON -�� HILLS rl MCANDREWS RD • A ` 1`1 ♦ o 4 . ,y rr key 12 T �.�,� �, ti•' ". 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Ir-- I -0 HY III � 2r I E a I' 771, 7 � \ 1f l I � I V I j�\ w LL I l � � pll4 S 11i I Q ct: I Ali 1 �• , rll � J I i I I r�YJ I I w I 8� I J I III pp U I J;II 1��nnulo�_ttr (innulo=_u J I --- — — — — — -- -- a. 80N11 10TcJ r _ P urdfiZ�l-OZOZ'LE Rlnf 6up'NMd E53��tl 311S-b�\sraay5ueld\Otl�\u6lsap E\RalleA alddy-alui dpooMalddy�sell�adoid Pellun\A34��M1\�JI �Lve 3a� S311N3dONd JNRI3A3nNVW _ NOd 03btld3bd x WOH{t<Aaluu) A311VA 3lddV d0 w n 311S330 31NIOd OOOM3lddV NOliomIlSNOO 210d ION M!lVNI1/41-321d _ 9 _ L o 11 � c R z P I w 11 i b TE �i l�I IIII JW� � ii "" � l,U i Xq. �I s � LL 1l11 1 J I o po 1 t �1 ltiu�l ll � - ,J d /�l iuuuo .url 1 �LL o bozo --- ----- -----=I t ------ L i 1 --- t —�—— — —- — l t - _.�o�a>; _� � —► —► � _; � ice:. s wd6Z'L-6Z6Z LENPr ,'3ASJJO NMd £VMI-Agddy- j dPooMalddy�sell�adoid pe�lu�\A34��Ml\JI 0*0 00*0 0000 00000 ITEM: 6.A. 000 Apple PLANNING COMMISSION MEETING DATE: August 5, 2020 Valley SECTION: Other Business Description: Review of Upcoming Schedule and Other Updates Staff Contact: Department/ Division: Mari Salamanca, Planning Department Assistant Community Development Department ACTION REQUESTED: N/A SUMMARY: Next Planning Commission Meetings: Wednesday, August 19, 2020 - 7:00 p.m. • Public hearing applications due by 9:00 a.m on Wednesday, July 22, 2020 • Site plan, variance applications due by 9:00 a.m on Wednesday, August 5, 2020 Wednesday, September 2, 2020 - 7:00 p.m • Public hearing applications due by 9:00 a.m on Wednesday, August 5, 2020 • Site plan, variance applications due by 9:00 a.m. on Wednesday, August 19, 2020 Next City Council Meetings: Thursday, August 13, 2020 - 7:00 p.m. Thursday, August 27, 2020 - 7:00 p.m. BACKGROUND: N/A BUDGET IMPACT: N/A