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HomeMy WebLinkAbout2025-04-02 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 April 2, 2025 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of March 19, 2025 Regular Meeting B.Set J oint Meeting at Informal C ity Council Meeting at 5:30 p.m. on April 10, 2025 4.Public Hearings A.C annabis Microbusiness Text Amendments C onsider the following: 1. Ordinance amendment to Planned Development No. 409 to allow for a cannabis microbusiness. 2. Ordinance amendment to Section 155.320 (C annabis Businesses, Hemp Businesses, and Temporary Cannabis Events) to allow cannabis microbusinesses in planned developments. LO C AT IO N: Planned Development No. 409 & All Other Planned Developments A PPLIC A N T: J ason Sewell (d/b/a HiRISH) B.Orchard Place 5th Addition (Lot 1, Lot 2, Outlot B Only) Rezoning C onsider the following: 1. Rezoning of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). 2. Adoption of the Draft Planned Development Ordinance Applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). LO C AT IO N: Northwest corner of 157th Street West and English Avenue A PPLIC A N T: HJ Development and Rockport, LLC C.Orchard Place 5th Addition C onsider Subdivision by Preliminary Plat of Outlot D, Orchard Place 2nd Addition into Two Lots and Two Outlots. LO C AT IO N: Northwest corner of 157th Street West and English Avenue A PPLIC A N T: HJ Development and Rockport, LLC 5.Land Use / Action Items A.Orchard Place Apartment Development (Trident) Site Plan and Building Permit Authorization C onsider site plan/building permit authorization for a 135-unit multi- family residential apartment building on Lot 2, Block 1, of the proposed Orchard Place 5th Addition. LO C AT IO N: Northwest corner of English Avenue and 157th Street West A PPLIC A N T: Roger Fink on Behalf of Trident Development B.Skyline Social & Games C onsider Site Plan/Building Permit Authorization to Allow for C onstruction of a 46,200 sq. ft. Indoor Commercial Recreation Facility and Class I Restaurant with an Associated 51,000 sq. ft. Outdoor Recreation Facility and Patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). LO C AT IO N: Southwest corner of 155th Street West and English Avenue A PPLIC A N T: Skyline MN Apple Valley, LLC C.Rockport, LLC Mixed Business Campus C omprehensive Plan Amendment C onsider a C omprehensive Plan Amendment. LO C AT IO N: Mixed Business C ampus A PPLIC A N T: Rockport, LLC 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, April 16, 2025 - 7:00 p.m. Planning Commission - Wednesday, May 7, 2025 - 7:00 p.m. C ity Council - T hursday, April 10, 2025 - 7:00 p.m. C ity Council - T hursday, April 24, 2025 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.applevalleymn.gov I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 2, 2025 S E C T I O N:Consent A genda Description: A pprove Minutes of March 19, 2025 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of the regular meeting of March 19, 2025. S UM M ARY: T he minutes of the regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES March 19, 2025 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Vice Chair Scanlan at 7:00 p.m. Members Present: Paul Scanlan, Dave Schindler, Phil Mahowald, Becky Sandahl, Jeff Prewitt, and Douglas Hlas Member(s) Absent: Jodi Kurtz City staff members attending: Community Development Director Tim Benetti, Associate Planner Sydnee Stroeing, City Engineer Evan Acosta, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Vice Chair Scanlan asked if there were any changes to the agenda. – None. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the agenda. Roll call vote: Ayes - 6 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of March 5, 2025 MOTION: Commissioner Schindler moved, seconded by Commissioner Hlas, approving the minutes of March 5, 2025. call vote: Ayes - 6 – Nays – 0. 4. PUBLIC HEARING None 5. LAND USE A. Bethel Assemblies of God Church Wireless Communication Tower CUP Associate Planner Stroeing provided a brief presentation. The applicant, Blair Ransom (Buell Consulting), provided a brief presentation regarding the comments brought forward at the public hearing on March 5th. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes March 19, 2025 Page 2 of 4 Commissioner Hlas noted that he drove past the proposed location and it appears to be better suited than the previous proposal in 2017 as it was at the top of the hill. This location will be more enclosed in the trees. Commissioner Hlas asked for clarification of the walkway and what the City is requiring. Mr. Ransom said there will be a paved driveway off 143rd St. W. and will have parking turnaround for service vehicles. The City is recommending a sidewalk along 143rd from each corner of the property line. The applicant believes that a sidewalk is an outsized cost compared to the cost of the entire project and would not be utilized as it will not connect anywhere. Vice Chair Scanlan asked for clarification on whether electric utilities would be buried. Mr. Ransom stated that they will be buried. Vice Chair Scanlan asked if the tower that is located at Apple Valley High School could be replaced with a taller tower to accommodate the service that would be provided by the proposed tower. Mr. Ransom stated that the pole that is at the high school would need to be well over 125 feet as it currently provides lighting as well. The tower would become a three-carrier tower plus lights. There is not ample ground space around this tower as there is a concession stand next to it. It would also not offer as much coverage as the proposed tower. Vice Chair Scanlan asked if other carriers could utilize the proposed tower. Mr. Ransom stated that the tower will be designed for multiple carriers. There will also be extra ground space so that future carriers can add their ground equipment. Vice Chair Scanlan asked if the equipment used is all certified at or below the specifications allowed by the FCC. Mr. Ransom stated that this is correct, and these guidelines are part of the company’s FCC license which they would not jeopardize. Vice Chair Scanlan asked if there were any concerns regarding the conditions set forth in the report apart from the sidewalk requirement. Mr. Ransom stated that there are no other concerns. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes March 19, 2025 Page 3 of 4 Vice Chair Scanlan said that it is not uncommon for sidewalks to be required as the City is working to improve walkability and would recommend that the City Council make the final determination. Commissioner Sandahl agreed with Vice Chair Scanlan’s comments regarding the sidewalk and keeping the condition included and deferring to the City Council for a decision. Commissioner Mahowald asked if the addition of a sidewalk could be conditioned upon the adjacent landowners constructing a sidewalk. Assistant City Engineer Acosta stated that it would not be recommended to condition the sidewalk approval to a future City project because there may be a second development related extension, or it could be several more years before the City is looking at capital improvement projects on the adjacent streets. Vice Chair Scanlan asked who has landscaping responsibility. Associate Planner Stroeing stated that it would be the property owner’s responsibility (Bethel Assemblies of God Church). MOTION: Commissioner Schindler moved, seconded by Commissioner Hlas, to recommend approval of a conditional use permit for an 86’ tall wireless communications tower at the existing Bethel Assemblies of God Church property (14201 Cedar Avenue), subject to conditions 1 through 15. Roll call vote: Ayes – 6 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, April 2, 2025, 7:00 p.m. The next City Council meeting is Thursday, March 27, 2025, 7:00 p.m. CD Director Benetti introduced the new consultant, Jennifer Haskamp, from Swanson Haskamp Consulting Services who will be aiding the Planning department while in the process of hiring a City Planner and Planner. CD Director Benetti shared that a job offer has been made for the Planner position and that interviews will be starting soon for the City Planner position. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes March 19, 2025 Page 4 of 4 7. ADJOURNMENT Vice Chair Scanlan asked for a motion to adjourn. MOTION: Commissioner Hlas moved, seconded by Commissioner Sandahl, to adjourn the meeting at 7:40 p.m. Roll call vote: Ayes – 6 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 04/02/2025 . Jodi Kurtz, Chair I T E M: 3.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 2, 2025 S E C T I O N:Consent A genda Description: S et J oint Meeting at I nformal City Council Meeting at 5:30 p.m. on April 10, 2025 S taff Contact: S ydnee Stroeing, A ssociate P lanner Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Set a joint meeting at the informal C ity Council meeting at 5:30 p.m. on April 10, 2025. S UM M ARY: T he Planning C ommission has been requested to attend the informal C ity Council meeting on April 10, 2025. T he purpose of this joint meeting is to discuss proposed bills that are currently being considered by the Minnesota Legislature related to zoning and land use regulations. T he bills include: • SF 2229 / HF 1987 (“Minnesota Starter Home Act”) • SF 2231 / HF 2140 (“More Homes Right Places Act”) • SF 2286 / HF 2018 (“Transforming Main Street Act”) • SF 1268 / HF 1309 (“People Over Parking Act”) B AC K G RO UND: T he C ity C ouncil adopted a resolution supporting retention of city zoning authority and opposing proposed legislation seeking to limit local land use decision making on March 27, 2025 (attached). Subsequently, the C ity C ouncil requested to further discuss the proposed bills with the Planning Commission at the upcoming April 10, 2025 informal meeting. T he C ity A dministrator prepared a staff report for March 27, 2025 City C ouncil meeting which provide details and background information to the proposed bills. T he staff report is attached for review. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo Resolution I T E M: 5.B. C O UNC I L ME E T I NG D AT E :March 27, 2025 S E C T I O N:Regular A genda Description: A dopt Resolution Supporting Retention of City Zoning Authority and Opposing Proposed L egislation Seeking to L imit L ocal L and Use Decision Making S taff Contact: Tom L awell, City A dministrator Department / Division: A dministration Department AC T I O N RE Q UE S T E D: Adopt the resolution supporting retention of city zoning authority and opposing proposed legislation seeking to limit local land use decision making. S UM M ARY: T he Minnesota Legislature is currently considering a number of bills aimed at limiting long- standing city authority over land use and development. T hese bills include: • SF 2229 / HF 1987 (“Minnesota Starter Home Act”) • SF 2231 / HF 2140 (“More Homes Right Places Act”) • SF 2286 / HF 2018 (“Transforming Main Street Act”) • SF 1268 / HF 1309 (“People Over Parking Act”) T hese bills, if adopted, would greatly restrict local government zoning and land use authority and would remove public input in the residential development process. It would also authorize land development contrary to the C ity's adopted 2040 C omprehensive Plan. For these reasons, it is recommended that the C ity consider a resolution supporting the retention of city zoning authority and officially opposing proposed legislation seeking to limit local land use decision making. B AC K G RO UND: T he proposed bills focus on the elimination of local control relative to zoning and land use regulations to allow housing developers to build housing with greater density in traditional single-family neighborhoods and elsewhere in the community. If adopted, the legislation could significantly affect the character of existing single-family neighborhoods in the community by allowing added housing density on each residential lot. It would also force administrative approvals of projects that meet the standards in the bill language and would prohibit public input on the approval process. Development proposals in Apple Valley have traditionally followed a very public process with deliberation by the Planning Commission and C ity C ouncil and public input has always been encouraged. T he proposed legislation would move such approvals to the staff level which would limit public transparency and would be contrary to traditional democratic principles. Specific provisions of concern in each of the proposed bills include: SF 2229, Port - “Starter Homes” bill • Requires duplexes, A D Us, and townhouses be permitted in any zoning district that permits residential use, with some restrictions for townhomes only in newly platted districts and vacant lots. • Sets strict setback limitations, minimum lot sizes, and maximum lot coverage requirements. • Limits a city from imposing minimum parking requirements and limits a city’s ability to condition approval of a residential permit related to the creation of an HO A, or the inclusion of a service, feature, or common property necessitating an HO A. • Establishes an administrative approvals process, allowing for only one community meeting before approval of a request and limits a city’s ability to use a planned unit development agreement, among other provisions. SF 2286, C lark – Multifamily Housing in Commercial Districts • Requires that residential development be permitted use in any zoning district that authorizes commercial uses (except for heavy industrial). • Sets strict standards related to floor area ratios and height limitations. • Limits requirements related to construction materials, architectural elements, durability, energy efficiency, building egress, or light access, except as required by the State Building Code, and limits a city from imposing minimum parking requirements. • Requires a city to establish an administrative approval process related to these developments, requires approval in a strict time frame, and allows for only one community meeting prior to approval of the request. SF 2231, Boldon – Mixed-Use Housing Zones Bill • Requires municipalities to enact ordinances creating mixed-use housing zones and to create commercial corridor districts that encompass every lot in the city with frontage on a municipal state-aid street. • Requires cities to authorize the following housing types in residential mixed-use zones: single-family, townhouse, duplex, triplex, four-plex and A D Us. • “Urban” municipality is defined as cities other than a city of the first class adjacent to or has a border within one mile of the border of a city greater than 150,000 population. “Non urban” municipality is a city greater than 10,000 population and not an urban municipality or city of the first class. • Required housing types must be allowed on at least 50 percent of the area within a city zoned to permit residential use for “non urban” municipalities, and 75 percent of the area zoned residential for “urban” municipalities. • Requires establishing an administrative approvals process. Cities may not require more than one community meeting prior to approving a request. • Sets a failure to comply section. If a city fails to adopt new standards that meets requirements by certain dates based on city type, any type of mixed housing would then be allowed without restriction on any lot zoned to allow residential use. SF 1268, Fateh - Minimum Parking Mandate Prohibited • Removes the ability for cities to set minimum parking mandates, except for ordinances related to disability parking spaces. Land development within the C ity of Apple Valley is currently guided by our 2040 Comprehensive Plan which was developed in collaboration with citizens, community and business organizations, school districts and many others, and which was approved by the Metropolitan C ouncil. T his legislation would negate important provisions in our approved 2040 C omprehensive Plan and would jeopardize long-range planning efforts involving the City’s essential infrastructure (roads, water mains, sewer lines and stormwater management systems), threatening to overwhelm these systems. T he legislation places no limits on the number of units a given community would be forced to add and significant increases in housing density would result in added infrastructure costs which should not become the responsibility of existing residents and businesses. We are also concerned about possible environmental harm caused by excessive storm water flow caused by increased impervious surface related to the incremental densification of our housing stock. We are also concerned that the appropriation of commercially guided property, which would be allowed for multi-family housing development with no restriction on the number of units, would also have long-term impacts on the C ity's commercial/industrial tax base and would limit the City's attraction of head of household jobs to the community. Due to the negative impacts of this proposed legislation, it is recommended that the City Council adopt the attached resolution supporting the retention of city zoning authority and opposing proposed legislation seeking to limit local land use decision making. Our local legislative delegation, comprised of Senator Erin Maye Quade and Representatives Robert Bierman and J ohn Huot, have been informed of the C ity's concerns relative to these bills. When the delegation visited with the City C ouncil on J anuary 9, 2025 local preemption of zoning and land use development was already a known concern for this legislative session. City support for local zoning authority was expressed at that time. We encourage our legislators to continue to work with cities to arrive at compromise language that helps support the production of affordable housing without diminishing local authority and the rights of the public to engage with their local officials on matters related to their neighborhoods. B UD G E T I M PAC T: Unknown, but potentially significant, depending on the number of new multi-family housing units ultimately created within existing single-family neighborhoods and on property currently guided for commercial use. AT TAC HM E NT S : Resolution Exhibit CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION SUPPORTING RETENTION OF CITY ZONING AUTHORITY AND OPPOSING PROPOSED LEGISLATION SEEKING TO LIMIT LOCAL LAND USE DECISION MAKING WHEREAS, the Minnesota State Legislature is currently considering proposed legislation aimed at limiting long-standing city authority over local land use and development; and WHEREAS, bills currently being considered include SF 2229 / HF 1987 (“Minnesota Starter Home Act”), SF 2231 / HF 2140 (“More Homes Right Places Act”), SF 2286 / HF 2018 (“Transforming Main Street Act”) and SF 1268 / HF 1309 (“People Over Parking Act”); and WHEREAS, the legislation, if adopted, would greatly restrict local government zoning and land use authority and would severely limit public input related to the residential development process; and WHEREAS, the legislation could significantly affect the character of existing single- family neighborhoods in the community by allowing greater housing density on each residential lot; and WHEREAS, the legislation forces administrative approvals of projects that meet the standards in the bill language and prohibits public input on the approval process before the Planning Commission and City Council; and WHEREAS, land development within the City of Apple Valley is currently guided by its 2040 Comprehensive Plan which was developed in collaboration with citizens, community and business organizations, school districts and many others, and which was approved by the Metropolitan Council; and WHEREAS, these bills, if adopted, would overturn this approved 2040 Comprehensive Plan and would jeopardize long-range planning efforts involving the City’s essential infrastructure (roads, water mains, sewer lines and stormwater management systems), threatening to overwhelm these systems; and WHEREAS, significant increases in housing density will result in added infrastructure costs which should not become the responsibility of existing residents and businesses. Without a remedy, this legislation could result in property tax increases over time; and WHEREAS, the proposed legislation is an attempt to address housing availability and affordability challenges by inappropriately limiting city authority over zoning and land use decisions, transferring that authority to the state government; and 2 WHEREAS, these proposed measures fail to adequately address housing affordability and offer no guarantees that cost savings realized by housing developers would translate into lower housing costs for prospective homeowners or renters. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, strongly supports the retention of city zoning authority and opposes the proposed legislation what would broadly limit local zoning and land use decision making related to residential development; and BE IT FURTHER RESOLVED that it urges the legislature to recognize the negative impacts associated with this proposed legislation and to withhold action on the bills until suitable amendment language can be developed in consultation with the League of Minnesota cities and other municipal groups; and ADOPTED this 27th day of March, 2025. _________________________________ Clint Hooppaw, Mayor ATTEST: _______________________________________ Christina Scipioni, City Clerk City of Apple Valley Concerns with 2025 Proposed Housing Bills (SF2229/HF1987, SF2231/HF2140, SF2286/HF2018, SF1268/HF1309) • The City of Apple Valley strongly opposes SF2229/HF1987, SF2231/HF2140, SF2286/HF2018 and SF1268/HF1309. • These bills would greatly restrict local government zoning and land use authority and would remove public input in the residential development process. This is counter to our shared democratic ideals. • The proposed legislation has the potential to undo years of thoughtful community engagement. It also would instantly subject residents to the prospect of a significant change of character in their neighborhood. The bill provides no recourse to residents concerned about these changes and deprives them of their right to petition local government to redress their grievances. • These bills would overturn the long-range local Comprehensive Plans adopted by cities within the metropolitan area. These carefully crafted Comprehensive Plans are updated every ten years in accordance with regional systems plans issued by the Metropolitan Council. These bills represent a wholesale abandonment of these planning efforts. • A community’s Comprehensive Plan is developed in collaboration with citizens, community and business organizations, school districts and many others. Citizen-led Planning Commissions and City Councils devote hundreds of hours to balance interests and forge a community consensus on the future of their community. Abandonment of that process is unwise and misguided. • A community’s Comprehensive Plan guides the development of its key municipal infrastructure components such as roads, water mains, sewer lines, and stormwater management systems. Land use density affects all these systems and cannot be changed overnight. • Increased density will result in added costs. Unless state funding mechanisms are created, citizens will be forced to bear the cost of increasing the capacity of infrastructure improvements to accommodate added growth. Absent a permanent and sufficient funding source, this bill will increase property taxes. • Forcing all commercially zoned property in a community to accommodate multi-family housing redirects land intended to provide jobs for the community into yet more housing. This creates an imbalance in long- range community planning efforts and will force more people to commute longer distances to their places of employment. Arbitrarily opening all commercial land to housing is not the answer. As we seek to be more sustainable and green, housing needs to be connected to nearby jobs. • These bills would significantly preempt local government zoning authority. Mayors and Councilmembers are duly elected by their citizens and are in the best position to make decisions on behalf of their community. • These bills attempt to create a “one-size-fits-all” approach which does not respect the uniqueness of communities across the state. • These bills are uniformly opposed by the League of Minnesota Cities, Metro Cities, and other local government associations. • Given the magnitude of the impacts associated with these bills, the legislature should take a step back and provide more time to work on a bill that better respects decades worth of planning and infrastructure investment in our communities. We look forward to working with you on crafting a better approach. City of Apple Valley The Importance of Maintaining a Proper Balance of Housing and Jobs within a Community The City of Apple Valley worked with the community for over two years to develop its 2040 Comprehensive Plan. It carefully considered the land use goals of the community and concluded additional commercial/industrial development was needed for the following reasons: • The City’s 2040 Comprehensive Plan states that the main goal of Apple Valley’s economic development strategy is to continue to increase local employment; specifically, to increase the number of jobs that pay well enough to sustain a household. Attracting large employers to the area remains a high priority. • A key consideration in the planning process is seeking a balance of jobs and housing. Too few jobs relative to available housing stock means residents will have to travel outside the community for employment. Increased commercial/ industrial development provides added employment opportunities and helps to shorten commuting distances, thereby reducing highway congestion, air pollution and environmental harm. • A standard measure of jobs-housing balance is the ratio of jobs to households. The American Planning Association recommends a ratio of jobs to households of 1.3 to 1.7. Apple Valley’s current jobs per household ratio is only 0.77. Apple Valley needs to up its ratio and zoning is the proper tool to guide this transformation. • The vast majority of vacant land in Apple Valley is guided for commercial/ industrial development to increase employment opportunities, increase tax base, and help alleviate tax burdens on residents. SF2229/HF1987, SF2231/HF2140, SF2286/HF2018 and SF1268/HF1309, as currently written, would eliminate the City’s ability to achieve this goal by removing needed zoning control and opening commercially guided property to yet more housing. I T E M: 4.A. P L A NNI NG C O MMI S S I ON ME E T I NG D AT E :A pril 2, 2025 S E C T I O N:P ublic Hearings Description: Cannabis Microbusiness Text Amendments Staff Contact: Sydnee S troeing, A ssociate P lanner Department / D ivision: Community D evelopment Department Applicant: J ason S ewell P roject Number: P C25-04-Z Applicant Date: 3/11/2025 60 Days: 5/10/2025 120 D ays: 7/9/2025 AC T IO N RE Q UE S T E D: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning Commission not to act on an item the evening of the public hearing. S UM M ARY: J ason Sewell (d/b/a HiRISH), has requested to amend Planned Development No. 409 to allow cannabis microbusinesses within the PD. Cannabis Microbusinesses are currently not a permitted use in Planned Developments per Section 155.320. T herefore, the application has also requested an amendment to Section 155.320 to allow for cannabis microbusinesses in Planned Developments. T he applicant is currently working through the State application process that is regulated by the O ffice of Cannabis Management (OC M) for licensing and operating a cannabis related business. One step in this process would be to find a business location that is adequately zoned for the related cannabis use. T he applicant wishes to operate a cannabis microbusiness at 6950 146th Street West. T he amendment to Planned Development No. 409 would apply to all properties within it. All properties have been notified of the proposed request and public hearing. Staff has not received any comments to date. B AC K G RO UND: T he C ity adopted a cannabis related zoning ordinance on October 24, 2024. T he ordinance established zoning and performance standards for cannabis businesses, hemp businesses, and temporary cannabis events. Section 155.320 includes a chart that depicts which cannabis businesses are allowed in specific zoning districts, including Planned Developments: T he applicant is seeking to allow a cannabis microbusiness at 6950 146th Street West. T his property is within Planned Development No. 409 (PD-409). P D-409 has one zone only -- an amendment to this PD will apply to each property within it. T his Planned Development is intended to provide for an integrated mix of limited industrial, general business, retail business and limited business uses. Cannabis microbusinesses are currently allowed in the Industrial zoning districts only (subject to additional requirements as set forth in Section 155.320). Per Section 155.320, a cannabis microbusiness is defined as "A business that may cultivate cannabis and manuf acture cannabis products and hemp products and package such products f or sale to customers or another licensed business, and that may operate a single retail location with a retail operations endorsement." T he applicant has submitted a draft floor plan of the business that indicates the indented use of growing, packaging, distributing, and selling cannabis products in one location. Staff has prepared two draft ordinances to amend P D-409 and Section 155.320, attached hereto. T he draft ordinance related to the PD-409 amendment includes language allowing a cannabis microbusiness as a conditional use with subsequent conditions. If these amendments are approved as drafted, a conditional use permit would be required. In order to consider allowing this use in at this property, the Planning Commission must first review if PD-409 should be amended to allow a cannabis microbusiness. If the Planning C ommission determines that a cannabis microbusiness aligns with the intended purpose of P D-409 and can be a conditional use in this PD, then Section 155.320 must be amended to allow cannabis microbusinesses in Planned Developments in general. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Z oning Map Z oning Map Map Applicant L etter F loor P lan Ordinance Ordinance 147TH ST W 146TH ST W 145TH ST W FO L I A G E A V E FLORENCE TRL FLO R A W A Y GA L A X I E A V E GA R R E T T A V E GA N N O N W A Y FLYCATCHER LN FREESIA WAY GADWELL ST 1 4 6 T H S T R E E T C T 145TH ST W ^ ¯Cannabis Microbusiness Location Map Subject Property 6950 146th Street West 0 410205 Feet 1 2 1 1 1 2 2 1 1 P LB I-2 R-3 I-1 R-3 R-3 M-6C PD-746 PD-409 PD-290 PD-409 PD-580 PD-646 147TH ST W 146TH ST W 145TH ST W FO L I A G E A V E FLORENCE TRL FLO R A W A Y GA L A X I E A V E GA R R E T T A V E GA N N O N W A Y FLYCATCHER LN FREESIA WAY GADWELL ST 145TH ST W ^ ¯Cannabis Microbusiness Zoning Map Subject Property 6950 146th Street West 0 410205 Feet 2 1 12 1 2 2 2 3 1 3 1 1 2 2 2 2222 2 1 1 1 1 1 22 2 A P P GB LB 244 I-2 R-3 PD- I-1 R-3 R-3 R-3R-3 R-3 R-3 I-1 R-3 R-3R-3 R-3 M-6C M-8C PD-746 PD-580 PD-409 PD-244 PD-254 PD-290 PD-409 PD-580 PD-646 147TH ST W 150TH ST W 145TH ST W 146TH ST W FL A G S T A F F A V E FO L I A G E A V E FLORENCE TRLGA L A X I E A V E GA R R E T T A V E GENES E E A V E GA R L A N D A V E FLOR A W A Y G A N N O N W A Y FR I D L E Y W A Y FO S S I L L N FO O T B R I D G E W A Y FL A G S T O N E T R L FLAX WAY FLYCATCHER LN GLAZIER AVE 144TH CT FREESIA WAY FO R U M P A T H F L O R A C T GA R R E T T A V E 145TH ST W 150TH ST W GA R R E T T A V E ^ ¯Planned Development No. 409 Subject Planned Development 0 650325 Feet CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XV OF THE CITY CODE ENTITLED "LAND USAGE,” CHAPTER 155-APPENDIX F, ARTICLE A16 OF THE CITY CODE BY ADDING CANNABIS MICROBUSINESS AS A CONDITIONAL USE WITHIN PLANNED DEVELOPMENT NO. 409, ZONE 1 The City Council of Apple Valley ordains: Section 1. Chapter 155-Appendix F, Article A16 of the Apple Valley City Code is amended by adding Section A16-3(2) § A16-3 CONDITIONAL USES. Zone 1. Within this zone, no structure or land shall be used for the following use or uses deemed similar by the City Council except through the granting of a conditional use permit: * * * * (2) Cannabis Microbusiness as regulated in §155.320, subject to the following additional conditions: (a) All cannabis microbusiness activities shall occur and take place indoors of a delineated identified space of the primary building on site. Outdoor operations of any kind are prohibited. (b) No retail sales of cannabis or cannabis products shall be permitted except in conjunction with a cannabis microbusiness in operation on the site and with a retail operations endorsement (c) An odor mitigation plan shall be submitted with the application and all cultivation, manufacturing, processing and packaging operations shall be in compliance with the odor mitigation plan and MN licensing regulations. The space in which the operation is located shall be equipped with and in operating condition odor control filtration and ventilation system(s) to control odors, humidity, and mold. (d) Off-street loading areas in conjunction with a cannabis microbusiness is subject to §155.354. (e) On-site retail operations in conjunction with a cannabis microbusiness are subject to §A16-2(19). Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. _____” a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further 2 determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this ____ day of ________, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk 3 CITY OF APPLE VALLEY ORDINANCE NO. _____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XV OF THE CITY CODE ENTITLED "LAND USAGE,” CHAPTER 155-APPENDIX F, ARTICLE A16 OF THE CITY CODE ADDING CANNABIS MICROBUSINESS AS A CONDITIONAL USE WITHIN PLANNED DEVELOPMENT NO. 409 ZONE 1 The following is the official summary of Ordinance No. ____ passed by the City Council of Apple Valley on _________________, 2025: Chapter 155 of the City Code is revised to allow a cannabis microbusiness as a conditional use within Planned Development No. 409 Zone 1, and establish regulations thereof. A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W., Apple Valley, Minnesota 55124. CITY OF APPLE VALLEY ORDINANCE NO. _____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 155 OF THE CITY CODE ENTITLED "LAND USAGE” BY AMENDING SECTION 155.320(C) REGARDING CANNABIS MICROBUSINESS IN PLANNED DEVELOPMENTS DISTRICTS The City Council of Apple Valley ordains: Section 1. Title XV of the Apple Valley City Code is hereby amended by revising Section 155.320(C) to read as follows: (C) Zoning. The operation of a cannabis business, a hemp business, and a temporary cannabis event, as the terms are defined herein, shall be limited to property zoned for commercial, industrial, and agricultural uses as specifically set forth below for each type of cannabis business and hemp business: Guiding Commercial Industrial PD AG Zoning District NCC LB GB RB SC VB BP I-1 I-2 PD Business Type Cannabis Retailer P P P P PD-R Cannabis Microbusiness P* P* P* P** Cannabis Mezzobusiness P* P* P* Cannabis Cultivator (Indoor only) P P P Cannabis Cultivator (Outdoor) P P P P Cannabis Manufacturer P P P Cannabis Wholesaler P P P Cannabis Transporter P P P Cannabis Testing Facility P P P Cannabis Event Organizer Temporary Event P P P P Cannabis Delivery Service P P P P P* P* P* Medical Cannabis Combination Business (Retail location only) P P P P PD-R Medical Cannabis Combination Business (Cultivation and processing) P* P* P* Lower-potency Hemp Edible Manufacturer P* P* P* Lower-potency Hemp Edible Retailer P P P P P P PD-R * Retail sale of its cultivated cannabis or manufactured cannabis products is a permitted accessory use, provided the business has retail operation endorsement under its state license and shall be subject to the accessory retail sales regulations for the applicable zoning district regulations as set forth elsewhere in this Chapter. ** Cannabis Microbusiness may be allowed within a Planned Development district (or zones therein) when specifically allowed as a permitted or conditional use under the zoning regulations of the specific Planned Development district, subject to the provisions herein. Notes: “P” means Permitted; and “PD-R” means Permitted in Planned Development districts (or zones therein) that permit freestanding or multi-tenant retail building stores and shops. Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. _____” a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. . PASSED this ___th day of _____, 2025. _______________________________ Clint Hooppaw, Mayor ATTEST: ______________________________ Christina M. Scipioni, City Clerk CITY OF APPLE VALLEY ORDINANCE NO. _____ AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 155 OF THE CITY CODE REGULATING ZONING BY AMENDING SECTIONS 155.320 ADDING CANNABIS MICROBUSINESS AS A PERMITTED USE IN PLANNED DEVELOPMENTS The following is the official summary of Ordinance No. ____ passed by the City Council of Apple Valley on _________________, 2025: Chapter 155 of the City Code is revised to allow a cannabis microbusiness within Planned Development districts (or zones therein). A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W., Apple Valley, Minnesota 55124. I T E M: 4.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :April 2, 2025 S E C T I O N:P ublic Hearings Description: Orchard P lace 5th A ddition (L ot 1, L ot 2, Outlot B Only) Rezoning S taff Contact: S ydnee Stroeing, A ssociate P lanner Department / Division: Community Development Department Applicant: HJ Development and Rockport, L L C P roject Number: P C25-05-S Z Applicant Date: 3/6/2025 60 Days: 5/5/2025 120 Days: 7/4/2025 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing. However, if there are no public concerns, and the Planning C ommission concurs, staff recommends the following actions: 1. Recommend approval of the rezoning from "RB" (Retail Business) to "P D" (Planned Development) of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). 2. Recommend adoption of the draft Planned Development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, O rchard Place 5th Addition (according to the preliminary plat). S UM M ARY: HJ Development and Rockport, LLC, are requesting approval of a rezoning of Lot 1 and Lot 2, Block 1 and Outlot B of Orchard Place 5th A ddition (see the preliminary plat) from "RB" (Retail Business) to "PD" (Planned Development). T his request aligns with a proposed subdivision of a 16.22-acre outlot (Outlot D, Orchard Place 2nd Addition) into two lots and two outlots. Provided that the rezoning and preliminary plat are approved, the site plan/building permit authorization requests for Lot 1 and Lot 2 may be reviewed and approved. A summary of the intended use of each Lot is provided: Lot 1, Block 1, Orchard Place 5th A ddition would be the site of a proposed indoor/outdoor recreation facility and Class 1 restaurant -- Skyline Social & Games. Lot 2, Block 1, Orchard Place 5th A ddition would be the site of a 135-unit multi-family apartment complex. T he site is generally located at the northwest corner of 157th Street West and English Avenue and is a part of the larger Orchard Place area development. Please note that the request was originally applied for under the name of Orchard Place 3rd Addition. It was determined that this plat name is already used for an existing recorded plat. T herefore, the proposed plat name has been updated to Orchard P lace 5th Addition. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "C " (Commercial) on the north 10.6 acres of the outlot. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. T he southern 5.62 acres of the outlot was recently revised under a separate comprehensive plan amendment from "C" (C ommercial) to "HD" (High Density Residential, 12+ units/acre). Said amendment was approved by the City C ouncil by Res. No. 2024-162, adopted December 26, 2024. Zoning: T he entire Outlot D parcel is currently zoned "RB" (Retail Business). See the Preliminary Plat for lot/outlot configurations to align with the proposed rezoning. Outlot A will remain zoned "RB", while the northern 7.1 acres and the southern 5.62 acres of the existing outlot are planned to be placed in a new and proposed P D-Planned Development district, to be considered under a separate application. As described below, certain segments of this Outlot D will be replatted as Lots 1 and 2, which will provide newly platted lots for two separate development projects (also to be considered under two separate Site Plan/Building Permit Authorization applications). T he applicant is requesting to rezone the proposed Lot 1 and Lot 2, Block 1 and Outlot B to "PD" (Planned D evelopment). Lot 1 is the site of a proposed indoor/outdoor commercial recreation facility and C lass I restaurant. Lot 2 is the site of a proposed 135-unit multi-family apartment complex. Both proposed uses and site plans require greater zoning flexibility to encourage a more creative and efficient approach to the use of the subject property. City code defines a Planned Development as 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. A Planned Development provides the following: Allows for a variety in the types of environment available to the people of the city; Encourages 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; Provides 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; Encourages an overall design within the natural boundaries for an area; and Provides an overall guide for developments that are staged because of the size of an area. Rezoning to Planned Development allows the C ity to work with the landowner/developer on identifying the type of uses, site coverage, area requirements and performance standards, and development phasing specific to the project area. T he draft "P D" ordinance is attached for further review. T he proposed Planned Development is divided into two zones. Zone 1 will encompass, Lot 1, the 7.1-acre site to the north (the proposed Skyline Social property). T his zone will have an underlying designation of "RB". T he applicant is asking for flexibility to the "RB" zoning due to the proposed ~51,000 sq. ft. outdoor patio/recreation facility. An outdoor recreation facility is not a permitted or conditional use in the "RB" zone. Zone 2 will encompass Lot 2, the southern 5.62-acre site (the proposed multi-family apartment), and the 0.53-acre Outlot B. T his zone will have an underlying designation of "M- 7" and "M-8" multi-family zoning districts. T he applicant is asking for flexibility to the traditional high-density multi-family zoning districts due to the parking setbacks and landscape/trail improvements. T he proposed "PD" requirements and performance standards would also offer flexibility and a creative approach to landscaping, parking, and trails and sidewalks. P reliminary P lat: T he preliminary plat is being considered under a separate public hearing. Please see the Orchard Place 5th Addition staff report for more information. Site P lan, L andscaping, E lev ations, Grading, and Utilities: T he staff reports for the corresponding site plan/building permit authorization requests for Lot 1 (Skyline) and Lot 2 (multi-family development) include details related to each site. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Z oning Map Applicant L etter Exhibit Ordinance Ordinance 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W EV E R G R E E N A V E 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Orchard Place 5th Addition Location Map Subject Property NW Corner of English Ave and 157th St W 0 410205 Feet 3 2 6 6 6 6 P P RB LB RB M-6C PD-975 PD-856 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Orchard Place 5th Addition Zoning Map Subject Property NW Corner of 157th St W and English Ave 0 410205 Feet March 5, 2025 Mr. Tim Benetti, Community Development Director City of Apple Valley 7100 147th Street W. Apple Valley, MN 5512 RE: Rezoning Application Orchard Place 2nd Addition – Outlot D HJ Development, LLP is looking to subdivide what is currently Outlot D into three separate parcels. On the south side of Outlot D on approximately 5.98 acres of land a 135 unit multi family project is being proposed. This portion of Outlot D was recently run through the Comprehensive Plan Amendment review and approval process that was ultimately supported by staff and received formal approval from the City Council. On the north side of the parcel approximately 7.15 acres of what is now Outlot D we are looking bring an indoor and outdoor entertainment concept called Skyline Social and Games to Orchard Place. This portion of the parcel was not run through the Comprehensive Plan Amendment process. In working with city staff it was recommended that a PD zoning would be the best approach for these projects to move forward with and as such we have been working with staff to obtain this rezoning along with the other outstanding approvals required that will allow the project to take place. The current zoning for both parcels is RB. There is one parcel left in between the above mentioned parcels of approximately 3.09 acres that is not part of this rezoning request and is intended to be left zoned RB. The proposed apartment building will be a 4 story market rate apartment building constructed in partnership with Trident Development out of St. Cloud who has successfully developed apartment projects in the City of Apple Valley previously. Skyline Social and Games will contain outdoor volleyball courts, bocce ball, bean bags and other outdoor activities as well as space for outdoor dining and socializing. Inside the facility will have bowling, duckpin, darts and other attractions as well as a full service bar and grill. This will be their second facility with the other residing in Hermantown, MN. Pedestrian connectivity has been a big focus with both of these projects as they represent final steps in completing the regional trail system that abuts both properties. The facilities will be architecturally appealing and tie in to overall design themes at Orchard Place. In addition, adding new uses not currently represented in Orchard Place has been an objective and construction of these projects will solidify that goal delivering a well thought out horizontally mixed-use project to the city where residents can live, work and play. We are proud of the work that we’ve currently done within Orchard Place and look forward to continuing to work with city staff, council members and residents of Apple Valley as the build out of Orchard Place continues. Best Regards Chris Moe HJ Development, LLP TNH 947.00 TNH 952.02 TNH 951.86 LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R:949.73 R:949.90 R:942.76 R:946.41 R:946.30 R:943.22 R:942.65 R: 9 4 6 . 1 7 R:946.37 R: 9 4 4 . 2 5 R: 9 4 5 . 4 6 R:944.65 LP R:944. 1 1 R: 9 4 4 . 3 2 R: 9 4 4 . 0 1 R: 9 4 5 . 9 6 LP LP TN H 94 7 . 2 9 R: 9 4 4 . 6 6 LP R:948.78 R:945.34 R: 9 4 5 . 4 3 R: 9 4 8 . 1 7 R:948.51 R: 9 3 4 . 4 6 R:934.74 R:944.70 R: 9 4 3 . 3 2 FE S 4 2 " 93 0 . 5 8 FES 15" 929.76 R: 9 4 5 . 9 1 R:945.48 TN H 94 8 . 5 3 10 4 . 0 ' 10 4 . 0 ' EXISTING MAGELLAN PIPELINE EASEMENT EXISTING 30' DRAINAGE AND UTILITY EASEMENT 30.0' EXISTING 30' DRAINAGE AND UTILITY EASEMENT 3 0 . 0 ' 40 . 0 ' 40 . 0 ' EXISTING 40' DRAINAGE AND UTILITY EASEMENT EXISTING 40' DRAINAGE AND UTILITY EASEMENT 40. 0 ' 40 . 0 ' 10 . 0 ' EXISTING 10' ROW, TRAIL, AND DRAINAGE & UTILITY EASEMENT 5.0' EXISTING 5' DRAINAGE & UTILITY EASEMENT 5.0' EXISTING 5' DRAINAGE & UTILITY EASEMENT EXISTING 10' DRAINAGE & UTILITY EASEMENT 10 . 0 ' PROPOSED 17' TRAIL EASEMENT 17.0' PROPOSED 17' TRAIL EASEMENT 17.0' PROPOSED 5' DRAINAGE & UTILITY EASEMENT 5. 0 ' 5. 0 ' PROPOSED 5' DRAINAGE & UTILITY EASEMENT LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC LOT 1, BLOCK 1 7.10 AC EXISTING TRAIL, UNDERPASS AND DRAINAGE & UTILITY EASEMENT 157TH ST. W. EN G L I S H A V E . 155TH ST. W. PROPOSED VARIABLE WIDTH DRAINAGE & UTILITY EASEMENT PROPOSED 20' DRAINAGE & UTILITY EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ H J D e v e l o p m e n t - O u t l o t D S o u t h \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ P P 0 - P R E L I M I N A R Y P L A T . d w g M a r c h 2 6 , 2 0 2 5 - 7 : 1 6 a m BY RE V I S I O N S No . DA T E 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © NORTH Know what'sbelow. before you dig.Call R PR E P A R E D F O R PR E L I M I N A R Y PL A T - O R C H A R D PL A C E 5 T H AD D I T I O N PP-100 OR C H A R D P L A C E 5T H A D D I T I O N HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M EXISTING LEGAL DESCRIPTION OUTLOT D, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA OWNER/SUBDIVIDER: HJ DEVELOPMENT, LLP 2655 CHESHIRE LANE N. PLYMOUTH, MN 55447 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, PE #60551 14800 GALAXIE AVE. SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (612) 503-8547 SURVEYOR: PROBE ENGINEERING, INC. 1000 E 146TH ST. BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 DEVELOPMENT PARCEL LEGAL DESCRIPTION EXISTING PID ON-SITE: DAKOTA COUNTY PID: 015589100040 TO BE PLATTED AS: LOT 1, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA LOT 2, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT A, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT B, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA PROPERTY SUMMARY LOT 1, BLOCK 1 7.10 AC LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC TOTAL PROPERTY AREA 16.22 AC PD ZONE 1 PD ZONE 2 CITY OF APPLE VALLEY ORDINANCE NO. ___ AN ORDINANCE AMENDING THE ZONING MAP BY REZONING CERTAIN LAND IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA WHEREAS, the Planning Commission of the City of Apple Valley held a public hearing on property described herein on DATE, as required by City Code Section 155.400(D), and WHEREAS, on DATE, the Planning Commission recommended the rezoning as hereinafter described. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. The boundaries of the zoning districts established by City Code Section 155.006 are hereby amended by rezoning the following described property located at the northwest corner of 157th Street West and English Avenue from “RB” (Retail Business) to “PD” (Planned Development) and described as: Lot 1 and Lot 2, Block 1 and Outlot B Orchard Place 5th Addition, Dakota County, Minnesota (according to the preliminary plat) 2. This ordinance shall become effective upon its passage and publication. Passed this ____ day of _____, 20__ _______________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk 1 CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE AMENDING CHAPTER 155, APPENDIX F OF THE CITY CODE BY ADDING ARTICLE _____, ESTABLISHING PLANNED DEVELOPMENT DESIGNATION NO. _____, IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA The City Council of Apple Valley Ordains: Section 1. The City of Apple Valley official zoning map is amended to add Planned Development Designation No. ____ and the following property to be included therein: Zone 1: Lot 1, Block 1, Orchard Place 5thAddition Zone 2: Lot 2, Block 1, and Outlot B, Orchard Place 5th Addition Section 2. Apple Valley City Code, Chapter 155, Appendix F, is amended by adding Article ___ to read as follows: ARTICLE ___. DESIGNATION NO. _____. § A___-1 PURPOSE. The purpose of this designation is to amend the zoning chapter by establishing specific performance standards in compliance with §§155.260 through 155.271 for property so designated on the official zoning map. The purpose of this zone is to provide for an integrated mix of retail business and high-density residential uses. § A___-2 PERMITTED USES. (A) Zone 1: Within this zone, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: (1) Freestanding retail building; (2) Multi-tenant retail shopping center; (3) Permitted uses within the shopping center or freestanding retail building shall be limited to general retail sales and services; Banks, savings and loan, credit unions and other financial institutions; (4) Health clubs or athletic clubs and facilities when contained within a building; (5) Animal hospital or clinic when contained within a building; (6) Commercial recreation facilities when contained within a building; 2 (7) Outdoor commercial recreation facility when in conjunction with a Class I restaurant or indoor commercial recreation facility, subject to the following performance standards: (a) The outdoor recreation facility and all structures or amenities in connection therewith shall be compact and contiguous to the the primary use; (b) The outdoor recreation facility shall be delineated with a physical barrier subject to minimum area requirements pursuant to the Fire and Building Codes; (c) No alcoholic beverages shall be possessed or consumed outside of the delineated area of the outdoor recreational facility; (d) All lighting used in conjunction with the outdoor recreational facility shall be designed to limit light casted outside of the delineated area and be shut off by 11 p.m.; (e) Noise as regulated in §130.55 through §130.59; and (f) Any other performance standards that the City determines to be necessary for the protection of public health, safety and general welfare. (8) Class I, and Class III restaurants without a drive-through window, only. (B) Zone 2: Within this zone, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: Multi-family residential apartment at a maximum density of 25 units per acre; (1) Home occupation, as defined in §155.003; (2) Public utility buildings and structures; and (3) Family-care home or day-care home licensed by the State of Minnesota or such home for the care of the mentally or physically handicapped licensed by the State. § A___-3 CONDITIONAL USES. (A) Zone 1. No structure or land shall be used for the following uses or uses deemed similar by the City Council, except by conditional use permit: (1) Outdoor display or sales conducted by an occupant of a retail operation; (2) Private clubs and lodges not operated for profit; 3 (3) Drive-through window in conjunction with a Class III Neighborhood Restaurant, when the following requirements are met: (a) The City Council shall find that any noise, headlights, traffic volume and emissions from idling vehicles resulting from the operation of the window does not negatively impact surrounding residential and institutional uses; (b) The drive-through lane shall not impede or conflict with vehicular, bicycle or pedestrian traffic circulation on the site, as determined by the City Traffic Engineer; and (c) When a neighborhood restaurant is located less than 1,000 feet from residential or institutional use, the City Council may restrict the hours of operation of a drive-through window to mitigate any adverse impacts caused by noise, headlights, traffic volume and emissions from idling vehicles. (4) Tower as regulated in §155.385. (B) Zone 2: Within this zone, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council: (1) Community-based family care home, day-care home not licensed by the State of Minnesota or a community-based care facility or day-care facility in a multiple dwelling unit when: (a) Facility meets all existing health, fire building and housing codes; (b) Separation of one-quarter mile exists between such facilities. The City Council may grant exception to the one-quarter mile rule when strong community support exists, program effectiveness is closely tied to particular cultural resources in the community, or an effective natural or manmade barrier exists between facilities; and (c) Such conditional use permit shall be reviewed at one-year intervals. § A___-4 PERMITTED ACCESSORY USES. (A) Zone 1. Within this zone, the following uses or uses deemed similar by the City Council shall be permitted accessory uses: (1) Off-street parking, refuse storage and loading spaces, as regulated by this chapter; 4 (2) Buildings, trailers, unscreened trash dumpsters, or portable storage units temporarily located on the subject lot only for the purposes of construction on the premises for a period of time not to exceed time necessary for such construction. Trash dumpsters shall be removed from the subject lot when full; (3) Essential public service facilities provided all yard requirements are met; (4) Delivery bays provided the bays are screened and oriented as required by the City Council; (5) Outdoor dining area in conjunction with a Class I, and Class III restaurant, as regulated in §155.383; and (6) Interior trails and open space, subject to the conditions established in Section X Special Performance standards. (B) Zone 2. Within this zone, the following uses or uses deemed similar by the City Council shall be permitted accessory uses: (1) Recreational or service areas for use by the residents of the premises; (2) Off-street parking, refuse storage and loading spaces, as regulated by this chapter; (3) Buildings, trailers, unscreened trash dumpsters, or portable storage units temporarily located on the subject lot only for the purposes of construction on the premises for a period of time not to exceed time necessary for such construction. Trash dumpsters shall be removed from the subject lot when full; (4) Temporary sales office; (5) Essential public service facilities provided all yard requirements are met; and (6) Interior walkways and open space, subject to the following: (a) A connection to a public trailway shall be provided. § A___-5. MINIMUM AREA STANDARDS AND REQUIREMENTS. (A) The following standards and requirements shall be met. No improvements shall be placed on such lands unless the lands to be so used or improved shall meet the following minimum area and dimensional requirements: (1) TABLE OF MINIMUM AREA REQUIREMENTS AND STANDARDS. 5 Requirements Zone 1 Zone 2 Lot Dimensions Lot area (square feet) 40,000 245,000 Minimum Building Setbacks (measured in feet) Along community or neighborhood collectors 40 40 Along any private street or drive¹ 30 30 Side lot line 15 20 Rear lot line 30 50 Minimum Parking Setbacks (measured in feet) Along community or neighborhood collectors 20 20 Along any private street or drive¹ 10 10 Side lot line 5 5 Rear lot line 5 5 Maximum Impervious Surface See § 155.350 See § 155.350 Maximum Building Height (measured in feet) 45 60 Maximum Number of Stories 5 ¹Setbacks shall be measured from the back of the curb along a private street. (2) Lighting; see §155.353 (3) Off-street loading; see §155.354 (4) Building Design and Screening; see §155.346 and 155.348 (5) Signs; see Chapter 154. (6) Landscaping; see §155.349, except that; (a) Landscape upgrades or outdoor amenities may include increased tree diameter plantings, underground irrigation systems, public art, fountains, decorative paving, public benches, bike racks, fire pits, upgraded retaining wall material, electrical vehicle charges, recreation and services areas in conjunction with multi-family uses, and similar outdoor elements that enhance sense of place as approved by City Council. 6 (b) Required Landscaping costs may be reduced by 1% of the Means Construction Cost of the building if landscape upgrades or outdoor amenities are incorporated into the landscaping plan of a development. (7) Parking; see § 155.370 through 155.379, except that (a) On-site parking for an apartment in which exclusively persons 55 years of age or older use permitted herein shall be provided at a rate of 1.1 spaces per unit, of which a minimum of one space per independent living unit shall be enclosed. (b) Street parking along private roads shall be prohibited. (c) Bicycle parking, in the form of bicycle racks that complement the building facade, shall be provided near commercial building entries, but shall not be located in a manner that could have an adverse impact on the ability to use pedestrian walkways in a safe and efficient manner. § A___-6. SPECIAL PERFORMANCE STANDARDS (A) In order to ensure a properly integrated design within the planned development, all uses shall comply with the following special performance standards: (1) Trails and Sidewalks (a) Trails shall be installed for public use in order that public trails abutting or located surrounding the property are connected through the property. All public trails shall be placed within a dedicated easement or Outlot granted to the city. (b) All stormwater easements may be developed to include stormwater features, e public trails or other open space elements. (c) The City Engineer shall review and approve all improvements within the stormwater and trailway easements. (d) All internal sidewalks shall connect to a public trail. Section 3. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. ____, a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 4. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. 7 Section 5. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk. Section 6. Effective date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this _____th day of ______, 2025. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk CITY OF APPLE VALLEY ORDINANCE NO. ____ AN ORDINANCE REZONING CERTAIN LAND AND AMENDING CHAPTER 155 APPENDIX F OF THE CITY CODE BY ADDING ARTICLE ___, ESTABLISHING PLANNED DEVELOPMENT DESIGNATION NO. _____, IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA The following is the official summary of Ordinance No. ____ approved by the City Council of Apple Valley on _______ ___, 2025 Chapter 155 of the City Code is amended by adding Article ___ to Appendix F establishing Planned Development Designation No. _____ which provides for certain retail business and high-density, multi-family housing uses, and regulation thereof. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Apple Valley Municipal Center, 7100 - 147th Street West, Apple Valley, Minnesota 55124. I T E M: 4.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :April 2, 2025 S E C T I O N:P ublic Hearings Description: Orchard P lace 5th A ddition S taff Contact: Tim Benetti, Community Development Director & S ydnee S troeing, Associate Planner Department / Division: Community Development Department Applicant: HJ Development and Rockport, L L C P roject Number: P C25-05-S Z Applicant Date: 3/6/2025 60 Days: 7/4/2025 120 Days: 7/4/2025 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments, and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing. However, if there are no comments at the public hearing, and the Planning C ommission concurs, staff recommends the following action: Recommend approval of a subdivision by preliminary plat of a 16.22-acre outlot into two lots and two outlots, subject to the draft resolution. S UM M ARY: HJ Development, and Rockport, LLC, are requesting approval of the subdivision of a 16.22- acre outlot (O utlot D, Orchard Place 2nd Addition) into two lots and two outlots. T his request is consistent with the proposed rezoning from "RB" (Retail Business) to "PD" (Planned Development) of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat). Provided that the rezoning and preliminary plat are approved, the submitted site plan/building permit authorization requests for the intended users of Lot 1 and Lot 2 can be considered and reviewed. Lot 1, Block 1, Orchard Place 5th Addition will be the site of a proposed indoor/outdoor recreation facility and Class 1 restaurant -- Skyline Social & Games. Lot 2, Block 1, Orchard Place 5th Addition will be the site of a 135-unit multi-family apartment complex. T he site is generally located at the northwest corner of 157th Street West and English Avenue and is a part of the larger Orchard Place area development. Please note that this subdivision request was originally applied for under the name of Orchard Place 3rd Addition. It was determined that this plat name is already used for an existing recorded plat. T herefore, the proposed plat name has been updated to Orchard P lace 5th Addition. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "C " (Commercial) on the north 10.6 acres of the outlot. Commercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. T he remaining southern 5.62 acres of the outlot were recently amended to be guided from "C" (Commercial) to "HD" (High Density Residential, 12+ units/acre). Zoning: T he property is currently zoned "RB" (Retail Business). Outlot A will remain zoned "RB". If the PD Ordinance is approved, Lot 1, Lot 2 and Outlot B will be rezoned to PD. Lot 1 is the site of a proposed indoor/outdoor commercial recreation facility and C lass I restaurant. Lot 2 is the site of a proposed 135-unit multi-family apartment complex. Both proposed uses and site plans require greater zoning flexibility to encourage a more creative and efficient approach to the use of the subject property. T he "P D" rezoning will be considered under a separate public hearing, please see the rezoning staff report for more details. P reliminary P lat: T he applicant is proposing to subdivide an existing 16.22-acre outlot into two lots and two outlots. Lot 1 would be the site of the proposed Skyline Social restaurant and recreation facility. Lot 2 would be the site of the proposed multi-family apartment development. Outlot B is intended to be dedicated to the City with a trailway that connects the North C reek G reenway to English Avenue. Outlot A has no identified proposed use and would need to be replatted in the future if further developed. Both Lot 1 and Lot 2 will abut a public street. Outlot A has no public street frontage. A lot such as this is described as a landlocked parcel, which is defined as a lot or parcel without direct access to a public street. As a general rule, landlocked parcels that are served by private easements will not be permitted. T he City may permit landlocked parcels in a commercial complex provided they have access to a public street by an easement over another parcel within the same complex. T herefore, a cross access easement will be required for the outlot. A 30-foot-wide drainage easement will be located along the east property line of the lots and outlot. T his is the current location of the west half of English Avenue, a private street that provides access to the existing Orchard Place 2nd Addition as well as this proposed development. A 17-foot-wide trail easement will be included on Lot 1 and Outlot A where a proposed public trail that is interior to the sites would be provided. T he trail would be constructed by the applicant and users of the sites but maintained by the City. Lot 1 will also include a variable width drainage and utility easement at the northwest corner of the proposed lot. T his easement would cover the portion of the existing stormwater pond area that is within the existing Outlot D. Other easements within this proposed preliminary plat include two 40-wide drainage and utility easements, and a 104-foot-wide Magellan Pipeline easement. T hese easements shall remain as part of the replat of the outlot. Site P lan: T he site plans for the proposed lots are being considered under separate applications. Grading P lan: T he overall site has been mass grading as part the sand and gravel reclamation. Additional grading will be done to Lot 1, Lot 2, and Outlot B by the intended users of the sites. Av ailability to Municipal Utilities: Watermain and sanitary sewer lines are currently located in the English Avenue easement area. Utility service to the site will be made via connections to the existing lines. T he City's C ivil Engineer has reviewed the utility plan and comments are contained in the attached memo. Street Classification/Circulation: T he proposed plat abuts 155th Street West to the north and 157th Street West to the south -- both streets are classified as minor collectors. English Avenue to the east of the plat is a private street. T he Engineering memo includes information on traffic demands. P ark Dedication: Park dedication requirements are required as part of any subdivision and are determined based upon the parkland demand created by the use contained within each subdivision as it relates to the generation of person-residents. T he amount of parkland required for each person-resident is based on the need for parkland to achieve the park services standard which the C ity has set through its historic parkland development. Park Dedication will be calculated based on the intended users and development plan of each site. Since development of Outlot A is not proposed at this time, park dedication will be collected at the time of replatting and development, which will be documented in the Development Agreement. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Z oning Map Preliminary P lat Memo Resolution 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W EV E R G R E E N A V E 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Orchard Place 5th Addition Location Map Subject Property NW Corner of English Ave and 157th St W 0 410205 Feet 3 2 6 6 6 6 P P RB LB RB M-6C PD-975 PD-856 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Orchard Place 5th Addition Zoning Map Subject Property NW Corner of 157th St W and English Ave 0 410205 Feet TNH 947.00 TNH 952.02 TNH 951.86 LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R:949.73 R:949.90 R:942.76 R:946.41 R:946.30 R:943.22 R:942.65 R: 9 4 6 . 1 7 R:946.37 R: 9 4 4 . 2 5 R: 9 4 5 . 4 6 R:944.65 LP R:944. 1 1 R: 9 4 4 . 3 2 R: 9 4 4 . 0 1 R: 9 4 5 . 9 6 LP LP TN H 94 7 . 2 9 R: 9 4 4 . 6 6 LP R:948.78 R:945.34 R: 9 4 5 . 4 3 R: 9 4 8 . 1 7 R:948.51 R: 9 3 4 . 4 6 R:934.74 R:944.70 R: 9 4 3 . 3 2 FE S 4 2 " 93 0 . 5 8 FES 15" 929.76 R: 9 4 5 . 9 1 R:945.48 TN H 94 8 . 5 3 10 4 . 0 ' 10 4 . 0 ' EXISTING MAGELLAN PIPELINE EASEMENT EXISTING 30' DRAINAGE AND UTILITY EASEMENT 30.0' EXISTING 30' DRAINAGE AND UTILITY EASEMENT 3 0 . 0 ' 40 . 0 ' 40 . 0 ' EXISTING 40' DRAINAGE AND UTILITY EASEMENT EXISTING 40' DRAINAGE AND UTILITY EASEMENT 40. 0 ' 40 . 0 ' 10 . 0 ' EXISTING 10' ROW, TRAIL, AND DRAINAGE & UTILITY EASEMENT 5.0' EXISTING 5' DRAINAGE & UTILITY EASEMENT 5.0' EXISTING 5' DRAINAGE & UTILITY EASEMENT EXISTING 10' DRAINAGE & UTILITY EASEMENT 10 . 0 ' PROPOSED 17' TRAIL EASEMENT 17.0' PROPOSED 17' TRAIL EASEMENT 17.0' PROPOSED 5' DRAINAGE & UTILITY EASEMENT 5. 0 ' 5. 0 ' PROPOSED 5' DRAINAGE & UTILITY EASEMENT LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC LOT 1, BLOCK 1 7.10 AC EXISTING TRAIL, UNDERPASS AND DRAINAGE & UTILITY EASEMENT 157TH ST. W. EN G L I S H A V E . 155TH ST. W. PROPOSED VARIABLE WIDTH DRAINAGE & UTILITY EASEMENT PROPOSED 20' DRAINAGE & UTILITY EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ H J D e v e l o p m e n t - O u t l o t D S o u t h \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ P P 0 - P R E L I M I N A R Y P L A T . d w g M a r c h 2 6 , 2 0 2 5 - 7 : 1 6 a m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © NORTH Know what'sbelow. before you dig.Call R PR E P A R E D F O R PR E L I M I N A R Y PL A T - O R C H A R D PL A C E 5 T H AD D I T I O N PP-100 OR C H A R D P L A C E 5T H A D D I T I O N HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M EXISTING LEGAL DESCRIPTION OUTLOT D, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA OWNER/SUBDIVIDER: HJ DEVELOPMENT, LLP 2655 CHESHIRE LANE N. PLYMOUTH, MN 55447 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, PE #60551 14800 GALAXIE AVE. SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (612) 503-8547 SURVEYOR: PROBE ENGINEERING, INC. 1000 E 146TH ST. BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 DEVELOPMENT PARCEL LEGAL DESCRIPTION EXISTING PID ON-SITE: DAKOTA COUNTY PID: 015589100040 TO BE PLATTED AS: LOT 1, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA LOT 2, BLOCK 1, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT A, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA OUTLOT B, ORCHARD PLACE 5TH ADDITION, DAKOTA COUNTY, MINNESOTA PROPERTY SUMMARY LOT 1, BLOCK 1 7.10 AC LOT 2, BLOCK 1 5.62 AC OUTLOT A 2.97 AC OUTLOT B 0.53 AC TOTAL PROPERTY AREA 16.22 AC CITY OF MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: Evan Acosta, Assistant City Engineer DATE: March 26, 2025 SUBJECT: Orchard Place 5th Addition Preliminary Plat Application materials dated 2/19/2025 Sydnee, The following are comments regarding the Orchard Place 5th Addition application materials dated February 19, 2025. Please add these as conditions of approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 3. English Ave shall be signed and striped in accordance with the Traffic Study findings, including crosswalks. Additional signing and striping requirements are: • FIRE LANE NO PARKING signs shall be installed along English Ave between 155th St W and 157th St W Lot 1 Block 1 4. (Future) Lot 1 Block 1 has an active Site Plan/Building Permit Application for Skyline Social and Games. A separate site memo was provided for the site plan materials. Lot 2 Block 1 5. (Future) Lot 2 Block 1 has an active Site Plan/Building Permit Application for a Multi- Family Apartment project. A separate site memo was provided for the site plan materials. Outlot A 6. Sidewalk and Curb and Gutter along English Ave shall be installed concurrently with adjacent development at Lots 1 or/and 2. 7. The bituminous trail along the west property line shall be installed concurrently with adjacent development at lots 1 or/and 2. 8. The City will allow 2 driveway accesses to Lot 2 from English Ave and the aprons shall be installed with the curb and gutter and sidewalk, at a location reviewed by the City Engineer. Outlot B 1. Outlot B improvements are within the Lot 2 Block 1 Site Plan Building Permit Plans. A separate site memo was provided for the site plan materials. Traffic 2. The City’s Traffic Engineering Consultant has completed an updated traffic analysis for English Avenue, 155th St W, and 157th St W based on the proposed land use. The summary of findings is below: Trip Generation and Comparison • The proposed entertainment development in Lot 1 is assumed to be similar in size to the existing Skyline Social & Games located in Hermantown, Minnesota. The proposed development fits the description of Land Use Code 221 – Bowling Alley in the Institute of Transportation Engineers Trip Generation Manual, 11th Edition, with 29 lanes. • Because this land use likely peaks on a Saturday more than a weekday, the Saturday peak time was included. Note, there is potential for larger outdoor volleyball type events to drive peak spikes, however, those are not consistent or known at this time. • The proposed entertainment development is expected to generate approximately 38 weekday PM peak hour, 70 Saturday midday peak hour, 309 weekday daily trips, and 487 Saturday daily trips. • Outlot A is assumed to be a restaurant land use. Based on the restaurant adjacent to this development lot, there is an approximate floor area ratio of 10% for those parcels. We kept this consistent for Outlot A. This leads to an approximate building size of 13,000 SF, which could be one larger restaurant, or 2 smaller restaurants. • The proposed adjacent restaurant development in Outlot A is expected to generate approximately 117 weekday PM peak hour, 134 Saturday midday peak hour, 1,387 weekday daily trips, and 1,584 Saturday daily trips. • The total expected number of newly studied development trips between Lot 1 and Outlot A is 155 weekday PM peak hour, 204 Saturday midday peak hour, 1,696 weekday daily trips, and 2,071 Saturday daily trips. • The proposed Trident Development (apartment) is expected to generate approximately 50 weekday PM peak hour, 43 Saturday midday peak hour, 581 weekday daily trips, and 585 Saturday daily trips. • The total number of expected site trips for all three proposed developments is 205 weekday PM peak hour, 147 Saturday midday peak hour, 2,277 weekday daily trips, and 2,656 Saturday daily trips. • 155th Street is expected to be extended westward in the coming years, which will slightly modify the expected trip distribution. • Estimated trip generation graphics are attached. Figure 1 shows the expected trip generation with the existing roadway network, and Figure 2 shows the expected trip generation with a 155th Street connection between Pilot Knob Road and Flagstaff Avenue. Land Use - ITE Code Units/Size Weekday PM In Weekday PM Out Saturday Midday In Saturday Midday Out Weekday Daily Saturday Daily Lot 1 Bowling Alley - 221 29 lanes 25 13 27 43 309 487 Outlot A High-Turnover (Sit-Down) Restaurant - 932 12,940 SF 71 46 85 49 1,387 1,584 Total New Development Trips 96 59 112 92 1,696 2,071 Trident Development Multifamily Housing (Mid-Rise) - 221 128 units 30 20 15 28 581 585 Total Proposed Site Trips 126 79 127 120 2,277 2,656 Site Plan and Geometry Review • It is recommended to place the multi-use trail crossing on the south leg of the English Avenue and the proposed Outlot A Access/Car Wash entrance intersection. This location is recommended over the intersection to the south as northbound vehicles at that intersection are on a curve, which could create some sight distance issues. In addition to a marked crossing, pedestrian crossing signs should be considered at the crossing as well. • At the English Avenue/155th Street intersection, it is recommended to stripe a northbound shared through/left-turn lane and a right-turn lane. When 155th Street is connected to Flagstaff Avenue, this turn lane striping will become more necessary. • It is expected that a 2-lane roadway will have sufficient capacity until it reaches approximately 8,500 vehicles, however, peak hour trends and access density can influence this capacity threshold. The English Avenue corridor may be a good candidate for a 3-lane section (center two-way left-turn lane) if development begins to push volumes over 5,000 to 7,500 vehicles per day. Since daily volumes will be pushing this threshold with the addition of the proposed entertainment and restaurant developments, and turning conflicts may develop between turning movements to/from land uses on both sides of English Avenue, the possibility of striping a 3-lane roadway should be further investigated. Note, the roadway is approximately 36 feet wide, which should allow for 12-foot lanes in each direction and a center left turn lane. The tighter lane sizes will help calm traffic, which is a benefit for the pedestrian crossing. • A graphic with recommendations for the proposed multi-use trail crossing, striping, and site plan review is attached. NORTHNo r t h 155th Street W 157th Street W ( 4 7 ) 3 9 (2 8 ) 2 3 (22) 21 (27) 25 32 ( 3 8 ) 20 ( 3 0 ) En g l i s h Av e n u e ( 5 ) 5 (4 6 ) 3 6 (7) 3 (8) 2 4 ( 4 ) 51 ( 5 6 ) (6) 2 (8) 2 3 (4) 53 (52) ( 5 ) 5 (4 5 ) 3 9 (6) 2 (8) 2 3 ( 4 ) 50 ( 6 0 ) ( 5 ) 5 (4 8 ) 3 4 (0) 0 8 (9) ( 0 ) 0 (1 4 ) 4 2 (2) ( 3 ) 6 (6 8 ) 5 7 (7) 5 (7) 5 7 ( 3 ) 38 ( 5 4 ) ( 4 ) 9 (6 5 ) 5 9 (6) 4 (8) 6 6 ( 3 ) 37 ( 5 8 ) (22) 23 15 ( 2 3 ) 28 ( 4 3 ) 45 (47) XX (XX) - Weekday P.M. Peak Hour Volume - Saturday Midday Peak Hour Volume LEGEND NORTHNo r t h 155th Street W 157th Street W ( 4 1 ) 3 3 (2 8 ) 2 3 (28) 25 (21) 21 38 ( 4 4 ) 20 ( 3 0 ) XX (XX) - Weekday P.M. Peak Hour Volume - Saturday Midday Peak Hour Volume LEGEND En g l i s h Av e n u e ( 5 ) 5 (5 1 ) 4 0 (7) 3 (8) 2 4 ( 4 ) 57 ( 6 2 ) (2) 1 (20) 15 1 (1) 46 (46) ( 5 ) 5 (5 1 ) 4 3 (6) 2 (8) 2 3 ( 4 ) 56 ( 6 6 ) ( 1 6 ) 1 4 (4 3 ) 2 9 (12) 13 (3) 2 9 (11) 6 (6) ( 4 ) 1 (1 0 ) 3 2 (2) ( 3 ) 6 (6 2 ) 5 1 (7) 5 (7) 5 7 ( 3 ) 34 ( 4 8 ) ( 4 ) 9 (5 9 ) 5 3 (6) 4 (8) 6 6 ( 3 ) 33 ( 5 2 ) (16) 17 11 ( 1 7 ) 28 ( 4 3 ) 45 (47) NORTHNo r t h 155th Street W Pedestrian Crossing Location En g l i s h Av e n u e CITY OF APPLE VALLEY RESOLUTION NO. 2025- PRELIMINARY PLAT APPROVAL ORCHARD PLACE 5TH ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS, pursuant to Chapter 153 of the City Code, the City Planning Commission held a public hearing on an application for subdivision of land by plat on DATE; and WHEREAS, the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on DATE, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the preliminary plat for the following described plat of land is hereby approved for a one-year period, to wit: ORCHARD PLACE 5TH ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said preliminary plat approval is subject to the following conditions, which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have two (2) lots and two (2) outlots. 2. Park dedication requirements shall be satisfied in accordance with Section 153.29 of the City Code. 3. Dedication on the final plat of a ten-foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 4. Dedication on the final plat of a five-foot (5') wide drainage and utility easement along all common lot lines. 5. Dedication of a thirty-foot (30’) wide drainage and utility easement along the east property line of the properties. 6. All lots and outlots shall be required to have access for ingress and egress to a public street. Easement(s) necessary to provide access shall be required to be submitted and approved by the City Attorney prior to City Council approval of the final plat. 2 7. A cross access and cross parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 5th Addition, shall be executed in a form acceptable to the City Attorney and a copy provided to the City. The Agreement shall be recorded, along with the final plat, with Dakota County Recorder’s Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 8. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies, subject to final approval by the City Engineer. Pedestrian improvements shall consist of six-foot (6) wide concrete sidewalk along the west side of English Avenue. 10. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size, the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 11. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays from 8:00 a.m. to 5:00 p.m. 12. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. 13. An encroachment agreement for Lot, Block 1, Orchard Place 5th Addition and the Magellan Pipeline easement shall be provided in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 14. The final plat shall be recorded with the County prior to the issuance of a building permit. 15. Subject to all conditions noted in the City Engineer's memo dated DATE. ADOPTED this ___ day of _____, 20__. ______________________________________ Clint Hooppaw, Mayor 3 ATTEST: ___________________________________ Christina M. Scipioni, City Clerk I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 2, 2025 S E C T I O N:L and Use / Action I tems Description: Orchard P lace Apartment Development (Trident) Site P lan and Building P ermit A uthorization S taff Contact: J ennifer Haskamp, A I C P, S HC and J enna Shoosmith, S HC Department / Division: Community Development Department Applicant: Roger F ink on B ehalf of Trident Development P roject Number: P C25-06-B Applicant Date: 2/18/2025 60 Days: 4/18/2025 120 Days: 6/17/2025 AC T I O N RE Q UE S T E D: It is the policy of the Planning C ommission to not take action on an item the evening of its introduction. If the Planning Commission approves the proposed subdivision by preliminary plat and rezoning, and has no concerns with site plan/building authorization request, staff recommends the following action: Recommend approval of a 135-unit multi-family residential apartment building on Lot 2, Block 1, of the proposed Orchard Place 5th Addition (according to the preliminary plat). S UM M ARY: Roger Fink on behalf of Trident Development (“Applicant”) has applied for a Site Plan and Building Permit Authorization to construct a 135-unit multi-family residential apartment building on Outlot D of the Orchard Place 2nd Addition (“Subject Property”). Rockport, LLC (“Owner”) currently owns the Subject Property. T his development will be located on Lot 2, Block 1, of the proposed Orchard Place 5th Addition. T he Subject Property is generally located at the northwesterly corner of English Avenue and 157th Street West. T he approximately 5.62-acre site is currently vacant except for existing storm sewer, light poles (along English Avenue), and a 40-foot (40’) drainage and utility easement. On December 26, 2024, the City C ouncil approved a request by the Applicant for a Comprehensive Plan Amendment (C PA) to change the land use designation of the subject property from C ommercial (C) to High Density (HD). In conjunction with this Site Plan Review, the developer and current property owner of the existing Outlot D has also applied for a preliminary plat and rezoning of the subject property. Action on the Site Plan Review cannot be taken unless the plat and rezoning are approved. B AC K G RO UND: Comprehensiv e P lan: T he subject property was recently reguided for High Density (HD). Per the 2040 Comprehensive Plan, HD areas include multiple-family structures (apartments and condominiums) at densities greater than 12 units per acre. T he HD designation fits with M-7, M-8, and PD zoning districts. T he proposed project aligns with the HD land use designation. Zoning: T he subject property is zoned Retail Business (RB). T his site is required to be rezoned as it is currently inconsistent with the guiding of the site. A separate application is requested for the rezoning of this proposed property as well as Lot 1 and Outlot B of Orchard Place 5th Addition. By utilizing a custom "PD" zoning district, the C ity will be able to consider and adopt specific performance standards related to each zone within the Planned Development. As stated, action on the Site Plan Review cannot be taken unless the preliminary plat and rezoning are approved. Table 1 summarizes the proposed building and site dimensions in relation to C hapter 155, Appendix B. Requirements for Multi-Family Districts and Section 155.379 Minimum Required Spaces. Table 1. Dimensional Standards M-8C Dimensional Standards P roposed P D Dimensional Standards P roposed P roject Maximum Units per Acre 24 25 24 Minimum Units per Acre 15 25 24 Maximum Number of Stories 5 5 4 Maximum Feet Above Ground 65’60’55’ Maximum Building C overage 35%-16.5% Building Setback from Private Street or Drive 20’30’85’ Parking Lot Setback from Private Street or Drive -10’15’ Parking Stalls 1.5 stalls/unit 1 garage stall/unit 202.5 135 203 135 205 135 Site P lan: T he proposed site plan includes a four-story (40,500 SF) multi-family apartment building with 135 dwelling units. Per the Applicant’s narrative, the site will have several indoor and outdoor amenities/common spaces for resident use, including: Bike storage/parking Fitness room Storage lockers Game room Community room Rooftop patio Dog wash area Dog run Sport court Kids play area Outdoor patio T he submitted site plan shows four (4) driveways off English Avenue to the east. A condition will be included in the resolution that only three (3) driveways will be permitted as recommended by the C ity Engineer. T he site will include a total of 340 parking spaces, or a ratio of 2.52 stalls per unit. Underground and covered parking stalls will be accessible by entrances located on the northern and southern ends of the proposed building. A ll utility meters, mechanical equipment, and refuse rooms will also be located within the underground parking garage. T he main entrance of the proposed building will face east towards English Avenue. T here will also be four (4) ancillary entrances, as well as emergency access on all sides of the building. Private interior walking/biking paths will connect to the existing North Creek Greenway to the north and English Avenue to the east. Private interior paths will also connect to outdoor site amenities including a dog run, a sport court, a patio, and a children’s play area. Grading and Utilities: An existing 40' wide drainage and utility easement is located within the proposed parking lot and along the northern property line within proposed Outlot B, which will be dedicated to the City. T he C ity Engineer has reviewed the grading and utility plans, and their comments are included in the attached documents. Issuance of a building permit, grading activity, or utility installation is contingent upon the review and approval of the final grading and utility plans by the City Engineer. Elev ations: Section 155.346(B)(1) establishes exterior vertical surface design standards and states the following: All exterior vertical surf aces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a f ront and have an equally attractive or same f ascia. T he proposed building incorporates architectural features found on several existing apartment developments in the C ity, such as Springs at C obblestone Lake, Hearthstone, and Remington Cove. Exterior building materials include cultured stone, thin brick, and lap and board/baton siding. A band of stone visually distinguishes the first floor from the remaining three floors. Large windows with muntin and mullion details create a divided light pattern and architectural interest. Each unit will have its own balcony, allowing opportunity for activity on all sides of the proposed structure. Architectural plans are included in the submitted plan set. Signage: A proposed monument sign will be placed at the most southern entrance to the property off English Avenue. A wall-mounted building sign is also proposed on the exterior of the building facing 157th Street. Both building signs must be approved under separate permits. Landscape P lan & P ublic Use Dedication: Section 155.349 requires landscaping for new multiple residential developments to be installed on site at 2.5% of the means construction cost of the building. If the proposed PD ordinance is approved, landscaping costs may be reduced by 1% if upgraded landscaping materials (public art, fountains, decorative paving, public benches, bike racks, etc.) are incorporated into the landscaping plan. C ity Staff is aware that the Applicant has faced challenges meeting the 2.5% landscape requirement on the site. Staff will continue to work with the Applicant on this issue. Section 153.29 also requires a portion of any proposed subdivision to be dedicated for conservation purposes or for public use as parks, recreational facilities, playgrounds, trails, wetlands, or open space. T he Applicant’s narrative acknowledges that O utlot B will be dedicated to the C ity after landscaping and public trail improvements are made. T he proposed trail on Outlot B will connect English Avenue to the North C reek Trail. Interior private walkways will connect the trail to the proposed apartment structure. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Applicant L etter Plan S et Plan S et Exhibit L ighting Plan Memo Memo Resolution 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E EM O R Y A V E 156TH WAY EV E R G R E E N A V E 153RD ST W 154TH ST W FA I R B O O K C T PI L O T K N O B R D EN G L I S H A V E ^ ¯Orchard Place Apartments Location Map Subject Property NW Corner of 157th St W and English Ave 0 410205 Feet 3 2 6 6 6 6 P P RB LB RB M-6C PD-975 PD-856 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E EM O R Y A V E 156TH WAY 153RD ST W 154TH ST W FA I R B O O K C T PI L O T K N O B R D EN G L I S H A V E ^ ¯Orchard Place Apartments Zoning Map Subject Property NW Corner of 157th St W and English Ave 0 410205 Feet February 19, 2025 T RID ENT DEVELOPM NT 1200 25 th Avenue Southe St. Cloud, MN 56301 Phone: 320.258.4438 • 320252.3603 Mr. Tim Benetti, AICP, Community Development Director Members of the Apple Valley City Council & Planning Commission City of Apple Valley 7100-147th Street west Apple Valley, MN 55124 EMAILED RE: SITE PLAN APPLICATION-OUTLOT D. ORCHARD PLACE 2N° ADDITION-ORCHARD PLACE APARTMENT DEVELOPMENT Dear Members of the Apple Valley Planning Commission: Trident Development, LLC is pleased to present this request for a proposed market-rate apartment community to be located near the intersection of 157th Street West and English Avenue Oust west of Pilot Knob Road). The proposed apartment site would encompass the southerly 6.15 +/-acres of what is currently Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota. An illustration of the proposed site area is included as an exhibit to this narrative. REQUEST This land use application is a request for Site Plan approval only. HJ Development will apply for preliminary plat and planned development (PD) on behalf of Trident Development, LLC. This request is intended to apply only to 5.62+/-acres of Outlot D which is included in the Orchard Place 2nd Addition plat. The subject property was guided in the 2040 Comprehensive Plan for commercial use and is currently zoned "RB" (Retail Business). In fall 2024, the comprehensive plan was amended to allow for High Density Residential land uses at the subject property. To accommodate the proposed apartment development, the Orchard Place 2nd Addition plat will be re-platted to create a separate legal parcel-Lot 2, Block 1 Orchard Place 3rd Addition -on which the HD (High Density Residential) land use designation will be used. The plat will also create a 23,087 SF Outlot to be designated as Outlot B, Orchard Place 3rd Addition. Outlot B will be dedicated to the City after landscaping and public trail improvements are made and accepted by the City. After dedication of Outlot B, the City will assume all responsibility for maintenance and repairs. Further, it is our understanding that the City will provide a park dedication credit in the amount of approximately $116,589 (23,087 sf x $5.05/sf), together with the actual costs of all public improvements made to Outlot B by the Developer. After the dedication, the +/-5.62 acres will be used to develop the site. This application is a request for site plan and planned development (PD) approvals. LEGAL DESCRIPTION AND PID -Outlot D, Orchard Place 2nd Addition, Dakota County, Minnesota. PID# 01-55891-00-040 LOCATION/ACCESS-The proposed development site is located within the northwest quadrant of 15Jlh Street West and English Avenue uust west of Pilot Knob Road) in Apple Valley. Except for the existing storm sewer, light poles, a bituminous trail, sewer stub and 40' wide drainage and utility easement, the site is currently vacant. Neighboring properties include retail, restaurants and a grocer immediately east of English Avenue followed by Pilot Knob Road; to the south immediately by 157th Street West with Quarry Point Park and baseball fields with 160th Street located beyond; to the west immediately by large stormwater management ponds with single-family residential and commercial buildings located beyond; and to the north by vacant land with 157th Street located beyond. Vehicular access to the property will be provided by English Avenue via 157th Street West. Access to public transportation is available on Pilot Knob Road and can be accessed by nearby walking paths. GRADING/ DRAINAGE -Site drainage, east of the proposed building, is directed towards 15" and 18" solid and round inlet casting stormwater catch basins and manholes scattered throughout the parking lot which will connect with the existing storm sewer stub located within the center parking lot easement. The grading plan assumes runoff from landscaped and exterior amenity areas will also surface drain to nearby catch basins located along north, south and west sides of the building within grassy areas. These catch basins will direct stormwater north towards the existing storm sewer stub located within the easement located near the northern property line. Rainwater from the roof will be directed into the stormwater system via underground pipes connecting the down spouts. All stormwater will eventually be discharged into the existing regional stormwater treatment pond adjoining to the west of the building. A drain and pumping equipment will manage the storm water drainage at the parking garage ramp entrance/exit. The grade transition between the east elevation of the proposed building and the west and south elevations will be resolved by constructing retaining walls which will be from 7'5" to 11 '5" in height. A complete grading, drainage, storm water management plan and SWPPP is included in this application. UTILITIES -The utility plan proposes to move the existing 6" fire hydrant located. on the west side of English Avenue back (west) by adding a 6" gate valve and constructing the water supply line with 8" and 4" PVC and ductile iron for domestic water supply and fire suppression. According to the plans, the main water supply line will split about halfway to the building where the fire suppression line will service two fire hydrants located within the surface parking lot. The 4" domestic line and 8" fire suppression lines will enter at the center of the building. For sanitary sewer, the plan proposes an 8" PVC connection to existing sanitary service stub located on the property near English Avenue. No up-sizing or main extensions are required to serve the proposed development. The private utilities (gas, telephone and electric) presumably exist within the English Avenue right-of-way and will connect to the northeast corner of the building. l n addition, a connection to the electrical transformer located near the underground parking structure entrance will be provided by existing electric within English Avenue right-of-way. Dakota Electric Association and Center Point Energy have been provided with the site plan. Detailed utility plans are included with this application. DRAINAGE AND UTILITY EASEMENTS -An existing 40' wide drainage and utility easement is located within the proposed parking lot and along the northern property line within proposed Outlot B which will be dedicated to the City. SITE PLAN -The proposed site plan includes a four-story building with underground, covered and surface parking. The building will contain 135 dwelling units, two elevators with lobbies, dog wash area, maintenance office, refuse rooms, bike storage areas, storage lockers, mechanical and electrical rooms, leasing offices, package room, main lobby area, fitness room with equipment, game room with golf simulator, a community room, and a rooftop patio. The building will contain one full level of 107 underground parking stalls accessed by an entrance along the southern side of the building and 28 covered parking stalls located on the first-floor north wing of the building. The underground and covered parking will provide 135 stalls total which equates to a 1: 1 covered parking ratio. There will also be an additional 205 surface parking spaces, four of which are handicap accessible. The property will include a total of 340 parking spaces, or a ratio of 2.52 stalls to 1 dwelling unit. The typical surface parking stalls are 10 feet wide by either 18.5' or 20' feet in length which exceeds the minimum standard dimension of 9 feet wide by 18.5 feet long. The building shape is aligned so that the main entrance faces east towards English Avenue and Pilot Knob Road. Pedestrian traffic would enter through the main front entrance or through the other four ancillary entrances. Vehicular traffic may enter the Site from any of the four entry drives located on the eastern side of the parking lot off English Avenue and follow the 24-foot-wide internal drive lanes to the underground and first floor covered parking entrances or to surface parking stalls on the east side of the building. Fire, rescue and EMS access is available on all sides of the building. Included with the application is a firetruck turning exhibit. Trash collection and removal is provided by dumpsters located within one refuse/recycling room located within the underground parking garage. At the underground parking garage entrance/exit, a concrete pad will be constructed on the exterior of the building to use as a staging area for the dumpsters prior to disposal. This staging area allows for easy access by the disposal company. Property management staff will move the dumpsters from the underground parking garage outside to the concrete pad prior to disposal. Private interior walking/biking paths will be provided that will Lead to the existing North Creek Greenway and sidewalk along English Avenue. 5' wide private concrete walkways are located on the west side of the building that provide pedestrian connection to the various site building amenities to the North Creek Greenway regional trail located along the southern, western and northern sides of the site. In addition, an 8' wide asphalt trail/walkway will be constructed within Outlot B which will connect to both the regional trail and to walkways along English Avenue. Concrete sidewalks are proposed along the west side of English Avenue. The plan proposes four striped , pedestrian crossings at the four site entrances which will allow easy pedestrian access to adjoining trails. Various exterior building amenities will be provided and include an approximate 43'x68' sport court, an 84'x33' dog run, 92'x32' patio with grills and 38'x33' kids play area located on the west side of the building. A private 48" high iron decorative fence will be provided and installed on top of the retaining walls on west side of the building for added security. Exterior bike storage will also be provided on the west side of the building. It is intended that all utility meters and mechanical equipment will be located within the underground parking garage and not visible from view. The following site data is summarized below: PROPERTY AREA (EXCLUDING OUTLOT B) 5.132AC PROPOSED IMPERVIOUS AREA 3.77 AC PROPOSED PERVIOllS AREA 1.85 AC PROPOSED ZONING PD{PLANNED DEVELOPMENT) PROPOSED SURFACE PARKING 205 STAL.LS PROPOSED GARAGE PARKING 135STALLS PROPOSED TOTAL PARKING 340STALLS PROPOSED BUILDING AREA (5 STORIES) 211,580SF PROPOSED F.A.R 0.86 PROPOSED BUILDING HEIGHT 55.0' NORTH= 12' BULDING SETBACKS EAST=ss• SOUTH =57" WEST=65' A monument sign will be placed at the most southern entrance to the property off English Avenue. In addition, a building sign is proposed on the exterior of the building facing 157th • The building sign will have individual lettering illuminated by interior bulbs attached to the building fa~ade. Both building signs will be constructed according to City Code and approved under separate permits. Exterior building materials include a complimentary blend of cultured stone, thin brick, LP Smartside lap and board/baton siding to compliment neighboring buildings. In addition, the architectural design will implement a variation of vertical plane (bump-outs) providing visual interest. A variety of complimentary exterior material colors are proposed to create visual appeal. The roof systems at the apartment building are designed as 4: 12 pitched roofs utilizing lifetime quality asphalt shingles and incorporating dormers and architectural parapets. Each apartment will be provided with private patio/balcony. Building elevation drawings are provided in the submittal materials. LANDSCAPE PLAN -The proposed landscape plan is intended to comply with the City landscape ordinance and add visual interest to the exterior elements. Particular attention was paid to the main entry and perimeter of the building, amenity areas and surface parking lot boulevards. The proposed monument sign will be incorporated in the landscape plan. Other elements of the landscape plan include seed/sod edging, rock and hardwood mulches, decorative boulders and native tall prairie grasses. In total, the proposed landscape plan specifies 77 overstory/deciduous trees, 38 coniferous trees, 24 ornamental trees, 249 deciduous shrubs, 88 evergreen shrubs, 1,076 perennials and 545 ornamental grasses. All plant materials are identified on the landscaped plan along with a plant material list. The nursery bid list confirming 2.5 o/o of construction value will be provided as soon as it is available. EXTERIOR LIGHTING -Exterior lighting will be provided by a combination of ground-mounted, flood lights, wall mounted accent lights and pole-mounted parking lot lights. All lighting is arranged so as to deflect light away from neighboring properties and public streets. The light source of each fixture is hooded or shielded to not be visible. DEVELOPMENT TEAM -Trident Development, LLC is based in St. Cloud, MN and has considerable experience in development and construction of multi-story apartment housing. Trident has successfully completed numerous senior living, apartment and townhouse developments in Minnesota and in Montana. Trident's team of real estate professionals have over 50 years of real estate experience. Trident and a third-party property management company will work closely together in the design and details of the community-to assure quality, functionality, market appeal and to deliver a quality living environment for all residents. PROJECT TIMING -We are eager to complete the municipal approval process and enter into a development agreement by the middle of June 2025. If approvals and design work proceed as planned, construction of the building could commence in Summer 2025. Allowing a 12-15 month construction period, the building may be open for occupancy in the Fall 2026. Enclosed with this cover letter, please find a completed and signed land use/development application form. Also included are the following submittal materials: • One set of 11"x17" reduction plan sets • One electronic set of architectural and civil engineering drawings • Signed land use application form and deposit agreement We thank you in advance for considering this application and look forward to your approval and recommendation to City Council. If you have any questions, please do not hesitate to contact me at (612) 242-6097 or rogerf@tridentdevelopmentmn.com. Regards, Trident Development, LLC Enclosures C: Scott O'Brien, Trident Development, LLC (via e-mail) Jeff Drown, Trident Development, LLC (via e-mail) David Majchrzak, Cole Group Architects, LLC (via e-mail) Arik Lokensgard, PE, Kimley-Horn (via e-mail) Tony Gleekel, Esq . Siegel Brill, P.A. (via e-mail) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 0 - C O V E R S H E E T . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 5 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R CO V E R S H E E T C000 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L NORTH VICINITY N.T.S. SITE APPLE VALLEY, DAKOTA COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED, PLA 14800 GALAXIE AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, P.E. 14800 GALAXIE AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 OWNER / DEVELOPER TRIDENT DEVELOPMENT 1200 25TH AVE S ST. CLOUD, MN 56301 TELEPHONE: (320) 258-4438 ORCHARD PLACE APARTMENTS SECTION 35, TOWNSHIP 115N, RANGE 20W FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call 160TH ST W 150TH ST W PI L O T K N O B R D 155TH ST W Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C102 ALTA TOPOGRAPHIC SURVEY C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C501 STORM SEWER PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE SCHEDULE L102 LANDSCAPE DETAILS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 5 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R GE N E R A L N O T E S C100 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS. 11.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: PROBE ENGINEERING COMPANY, INC. ADDRESS: 1000 EAST 146TH STREET, BURNSVILLE, MN 55337 PHONE: 952-432-3000 DATED: 01/17/2025 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: AMERICAN ENGINEERING TESTING, INC. ADDRESS: 550 CLEVELAND AVE N, ST. PAUL, MN 55114 PHONE: 651-659-1301 DATED: XX/XX/XXXX 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY CLIENT-SPECIFIC NOTES 1.CONTRACTOR SHALL GRADE THE 10' ADJACENT TO THE BUILDING AT 6.5% OR GREATER, UNLESS NOTED OTHERWISE 2.FINAL GRADING SHALL INCLUDE THE USE OF JUMPING JACK COMPACTOR TO RECOMPACT THE SOIL ADJACENT TO THE BUILDING PRIOR TO THE PLACEMENT OF THE TOPSOIL 3.TOPSOIL SHALL BE FURNISHED BY THE EARTHWORK SUBCONTRACTOR, TO THE SPECIFICATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION. 4.THE UTILITY SUBCONTRACTOR IS RESPONSIBLE FOR DRAIN TILE CONNECTED TO THE STORM SEWER SYSTEM, THAT ISN'T CONNECTED TO THE BUILDING DRAIN TILE SYSTEM. 5.THE WATER LINE SHALL BE BROUGHT IN TO THE BUILDING, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 6.THE SANITARY SEWER LINE SHALL BE BROUGHT INTO THE BUILDING MECHANICAL ROOM, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. LP LP LP 157TH STREET WEST EN G L I S H A V E N U E 92 5 93 0 93 5 94 0 94 5 92 2 92 3 92 4 92 6 92 7 92 8 92 9 93 1 93 2 93 3 93 4 93 6 93 7 93 8 93 9 94 1 94 2 9 4 3 9 4 4 9 4 6 9 4 7 945 9 4 5 943 9 4 3 944 9 4 4 946 947 948 94 594 6 94 6 9 4 6 94 6 9 4 6 9 4 5 945 945 944 94 6 9 3 5 94 0 9 4 5 93 1 9 3 2 93 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 94 1 9 4 2 9 4 3 9 4 4 9 4 6 94 7 94 7 948 94 5 9 4 5 948 9 4 0 94 5 9 3 9 9 4 1 9 4 2 9 4 3 9 4 4 94 6 94 7 9 4 8 93 5 93 1 93 2 93 3 93 4 93 6 9 3 7 9 3 8 94 5 9 4 2 9 4 3 9 4 4 945 943 944 1.18% 1.32 % 0.88% 0 . 9 5 % 1.1 1 % 1. 8 5 % 1 . 6 5 % 0.3 3 % 9.49% 13.82% 17.39% 17.08% 11.42% 7.3 9 % 5 . 7 9 % 4.63% 1.56% 1.0 3 % 0 . 1 7 % 0.2 2 % 1.07% 1 . 6 9 % 0 . 2 0 % 0.1 6 % 0 . 6 0 % 1.60 % 11.22% 13.80% 3. 9 1 % 5.31% INLET PROTECTION INLET PROTECTION INLET PROTECTION 1.23 % 4.68% 0.7 2 % 0 . 2 7 % SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) ROCK CONSTRUCTION ENTRANCE BUILDING LIMITS ROCK CONSTRUCTION ENTRANCE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - E R O S P H 1 P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 6 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 1 C300 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 ## # # # # # # AC L MJ B AC L 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES AREA SUMMARY TOTAL PROPERTY AREA 6.16 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 6.16 AC PROPOSED IMPERVIOUS AREA 3.50 AC PROPOSED PERVIOUS AREA 1.98 AC TOTAL DISTURBED AREA 5.48 AC PHASE I BMP QUANTITIES SILT FENCE ±1,100 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 2 EA THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS LP LP LP 157TH STREET WEST EN G L I S H A V E N U E SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) SILT FENCE (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) GRADING LIMITS - OFFSET 2' FOR CLARITY (TYP.) ROCK CONSTRUCTION ENTRANCE ROCK CONSTRUCTION ENTRANCE INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) 2.48% 2 . 7 9 % 2.70% 2.91% 2. 5 1 % 8.3 4 % 4.61% 3. 3 1 % 7 . 8 6 % 3 . 3 3 % 3.3 3 % 3.80 % 1.3 3 % 1.16 % 2 . 5 6 % 2.3 3 % 1.10% 1. 4 3 % 3 . 2 4 % 1 1 . 6 7 % 3.91 % 3. 5 9 % 2. 3 6 % 2.80% 2.2 1 % 1.55 % 2.3 4 % 4.45% 1.12 % 11 . 6 7 % 5 . 7 1 % 2 . 6 3 % 5.72% 1.86% 2.1 7 % 11. 3 7 % 1.13 % 1 . 0 1 % 1.21% 8.02% 1.03% 1.81% 9 4 5 94 4 94 4 9 4 6 943 9 4 6 94 5 94 4 94 3 942 941 940 939 93 8 9 3 7 9 3 6 937 946 94 4 9 4 5 9 4 6 9 4 3 9 4 2 9 3 9 9 4 0 9 3 8 9 3 7 93 6 93 6 93 7 939 9 4 0 94 0 93 9 9 3 8 94 0 94 7 941 94 2 9 4 4 94 3 944 946 94 7 948 946 9 4 5 945 944 945 946 946 945 94 4 94 4 944 94 5 944 944 943 944 94 4 9 4 2 94 3 9 4 4 9 4 5 9 4 6 94 6 945 94 6 9 4 6 94 6 9 4 5 9 4 2 9 4 3 94 4 9 4 6 9 4 7 9 4 8 94 9 940 945 937 938 939 941 942 943 944 946 947 948 949 92 5 93 0 93 5 94 0 9 4 5 92 2 92 3 92 4 92 6 92 7 92 8 92 9 93 1 93 2 93 3 93 4 93 6 93 7 93 8 93 9 94 1 94 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 7 9 3 5 9 4 0 94 5 9 3 1 9 3 2 9 3 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 9 4 3 94 4 94 6 94 7 94 5 94 6 947 948 94 5 9 4 5 945 94 5 94 5 94 6 94 5 94 6 94 6 94 6 94 6 9 4 6 945 945 942 942 943 943 944 944 946 946 947 947 947 BIOROLL (TYP.) BIOROLL (TYP.) BIOROLL (TYP.) BIOROLL (TYP.) BIOROLL (TYP.) BIOROLL (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) NORTHKnow what'sbelow. before you dig.Call PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 2 C301 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - E R O S P H 2 P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 6 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 ## # # # # # # AC L MJ B AC L AREA SUMMARY TOTAL PROPERTY AREA 6.16 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 6.16 AC PROPOSED IMPERVIOUS AREA 3.50 AC PROPOSED PERVIOUS AREA 1.98 AC TOTAL DISTURBED AREA 5.48 AC PHASE II BMP QUANTITIES SILT FENCE ±1,600 LF INLET PROTECTION 16 EA ROCK CONSTRUCTION ENTRANCE 2 EA BIOROLL ± 150 LF LP LP LP 157TH STREET WEST EN G L I S H A V E N U E SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) 18.5'24.0'20.0'20.0'30.0' 9. 0 ' (T Y P . ) 20 . 0 ' 20 . 0 ' 24 . 0 ' 20 . 0 ' 20 . 0 ' 24 . 0 ' 20 . 0 ' 20 . 0 ' 24 . 0 ' 18 . 5 ' 24 . 0 ' 9.0' (TYP.) 24.0' 24 . 0 ' 24.0' 24 . 0 ' 24 . 0 ' 24 . 0 ' A A A A A A A A A A A A A A A B B B C C C C C C D D D E E E E E E G G G H H H H H H H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J J J J L L L L L L L L L L L L L L L L L L L L M M M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N N N N N N N N III I A A D F ALUMINUM FENCE. REF. ARCHITECTURAL PLANS FOR DETAILS 48" ALUMINUM FENCE 48" IRON DECORATIVE FENCE 48" IRON DECORATIVE FENCE 48" IRON DECORATIVE FENCE 84. 0 ' 3 3 . 0 ' 43 . 0 ' 66.7' PROPOSED TRANSFORMER PROPOSED TRANSFORMER 14 STAIRS - 6" RISERS AND 12" TREADS EXISTING COUNTY TRAIL EXISTING COUNTY TRAIL EXISTING COUNTY TRAIL EXISTING REGIONAL STORMWATER TREATMENT POND EXISTING REGIONAL STORMWATER TREATMENT POND EXISTING 40' WIDE DRAINAGE AND UTILITY EASEMENT PROPOSED CITY OUTLOT "DO NOT CROSS ENGLISH AVE" SIGN 5. 0 ' 5.0' 12 . 0 ' 5. 0 ' 5.0 ' 5 . 0 ' 8. 0 ' 5.0' 5.0' 5. 0 ' 5.0 ' RETAINING WALL - MAX. 8.12' HEIGHT RETAINING WALL - MAX. 9.88' HEIGHT RETAINING WALL - MAX. 7.50' HEIGHT RETAINING WALL - MAX. 11.52' HEIGHT EXISTING 40' WIDE DRAINAGE AND UTILITY EASEMENT M M N F F F F D D D D D D D D DD D D 92 . 0 ' 32.2' 38 . 0 ' 33.0' O O O O O O 8' ASPHALT TRAIL C C C C C C M NN REFUSE PAD MONUMENT SIGN. REF. PLANS BY OTHERS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 4 - S I T E P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 6 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call R NORTH LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PR E P A R E D F O R SI T E P L A N C400 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT STANDARD DUTY CONCRETE PAVEMENT / SIDEWALK ASPHALT TRAIL KEYNOTE LEGEND CONCRETE SIDEWALK ACCESSIBLE PARKING STALL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN STOP SIGN AND STOP BAR AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS COMMERCIAL DRIVEWAY APRON HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) FLAT CURB TRANSITION CURB COSSWALK MARKING A B C D E F G H I J K L M N O SITE DATA SUMMARY PROPERTY AREA (EXCLUDING OUTLOT B)5.62 AC PROPOSED IMPERVIOUS AREA 3.77 AC PROPOSED PERVIOUS AREA 1.85 AC PROPOSED ZONING PD (PLANNED DEVELOPMENT) PROPOSED SURFACE PARKING 205 STALLS PROPOSED GARAGE PARKING 135 STALLS PROPOSED TOTAL PARKING 340 STALLS PROPOSED BUILDING AREA (5 STORIES)211,580 SF PROPOSED F.A.R.0.86 PROPOSED BUILDING HEIGHT 55.0' BUILDING SETBACKS NORTH = 12' EAST = 85' SOUTH = 57' WEST = 65' SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) LP LP LP 157TH STREET WEST EN G L I S H A V E N U E D D D D D 945 94 5 944 94 4 94 5 9 4 6 940 9 3 7 938 939 941 942 943 944 94 4 94 5 94 4 944 94 4 9 4 5 94 3 94 4 94 4 94 494 6 944 94 5 94 4 94 4 94 6947 948 946 946 946 9 4 6 947 947 94 0 9 3 9 941 9 4 0 94 0 93 7 9 3 8 939 93 6 93 6 9 4 0 94 5 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 94 3 944 94 6 9 4 6 3. 1 7 % 6.48% 1.50% 2.34% 3.47% 3.38% 3. 0 5 % 3 . 0 1 % 4.18% 6 . 5 2 % 5.01% 12 . 1 1 % 3.71% 3.94 % 3. 8 2 % 1.91% 2. 5 4 % 2.89% 3.09 % 2 . 4 3 % 3.85% 2 . 7 5 % 2.61% 3.00% 3.0 7 % 2.5 0 % 2 . 8 2 % 1.97% 2.97% 1.83 % 1. 3 7 % 1 . 6 8 % 2 . 0 1 % 2. 4 7 % 1 . 8 8 % 1. 4 5 % 1. 8 8 % 2.67 % 3. 8 8 % 2.84% 1.76% 1.7 2 % 2 . 5 5 % 2 . 0 9 % 1 . 3 7 % 3. 4 2 % 4.45% 2.9 2 % 2.26 % 3 . 1 1 % 4.0 8 % 3.48% 3.74 % 1.98%2.52% 2.38% 1.6 8 % 1. 9 3 % 3 . 3 3 % 1.02 % 3. 4 0 % 7 . 2 7 % 2. 9 5 % 1. 4 3 % 4.39 % 3.52% 2.50 % 2.79% 2.73%2.35% 3 . 8 9 % 3 . 2 4 % 2. 5 3 % 1.0 8 % 1 . 0 1 % 1.10% 1.03% 1 . 0 7 % 2.3 3 % 2 . 6 0 % 1. 5 1 % 3 . 8 9 % 6. 4 4 % 4. 8 6 % 12.65% 1.4 1 % 3. 8 1 % 0.31% 1.62% 1.48% 1.8 0 % 1.09% 1.80 % 2.2 3 % 2.30% 2 . 7 9 % 2.36% 2. 2 5 % 1.00% 1.03 % 1.00% 2.5 6 % 1.74 % 1.12 % 1.58% 1.4 9 % 3.02 % 11 . 6 7 % 5 . 7 9 % 2 . 3 7 % 2. 3 4 % 3.53% 946.41 945.98 945.98 946.53 946.79 946.79 946.50 946.44 946.54 946.01 943.74 946.45 946.69 946.90 946.86 946.80 947.18 947.00 946.47 946.56 946.90 946.85 946.77 946.77 946.57 946.76 946.96 946.98 946.02 946.31 946.31 945.70 945.70 946.37 946.37 946.30 946.24 946.37 946.59 946.70 946.82 946.86 946.54 946.57 946.28 946.19 946.65 1.41% G:936.24 G:937.87 G:940.21 G:942.62 G:943.19 G:945.93 G:945.98 G:946.00 G:946.04 G:946.13 G:946.03 G:945.98 G:945.86 G:946.50 G:946.11 G:946.11 G:946.79 G:946.22 G:943.80 G:943.87 G:944.09 G:943.96 G:945.59 G:945.95 G:945.71 G:945.16 G:944.77 G:944.34 G:944.36 G:944.59 G:945.49 G:945.30 G:945.01G:945.25 G:945.21 G:944.23 G:944.70 G:945.20 G:944.58 G:944.46 G:943.63 G:943.57 G:943.98G:943.85 G:943.75 G:943.75 G:944.26 G:944.16 G:944.53 G:944.16 G:944.26 G:944.44 G:944.33 G:944.22G:943.73 G:943.32 G:943.68 G:945.44 G:946.11 G:943.25 G:943.90 G:941.89 G:937.38 G:936.76 G:936.02 G:943.40 G:943.70 G:943.83 G:943.95 G:943.43 G:943.59 G:943.68G:943.57 G:944.89 G:944.77 G:944.48 G:944.50 G:944.76 G:945.08 T/G:946.04 T/G:946.04 T/G:945.92 T/G:945.92 T/G:945.30 T/G:945.31 T/G:944.12 T/G:944.15 T/G:943.35 T/G:943.32 T/G:946.14 T/G:946.12 945.76 946.71 TW:946.77 BW:946.77 TW:946.56 BW:942.82 TW:946.99 BW:937.10 TW:947.06 BW:935.55 TW:946.29 BW:939.58 TW:945.88 BW:940.20 TW:946.62 BW:939.21 TW:946.68 BW:946.76 TW:946.71 BW:939.21 TW:946.78 BW:946.76 TW:946.64 BW:941.52 TW:945.52 BW:945.49 2 . 5 2 % 8.5 3 % TW:946.25 BW:946.15 TW:945.22 BW:939.18 TW:945.98 BW:937.34 TW:947.00 BW:937.12 TW:944.77 BW:936.65 TW:943.09 BW:943.09 TW:944.23 BW:938.51 TW:943.50 BW:940.84 946.70 946.43 946.41 946.75 946.80 946.86 945.36 945.40 946.41 944.87 944.95946.51 947.03 947.11 946.25 946.33 946.79 946.79 946.69 945.79 945.70 G:939.93 G:943.37 G:943.43 1.3 5 % 1.2 9 % 3 . 3 1 % 946.36 946.39 944.87 945.02 T/G:945.12 T/G:944.88 T/G:944.84 T/G:945.12 T/G:945.31 T/G:945.32 T/G:946.30 T/G:945.86 ME:945.16 ME:945.13ME:946.11ME:948.04ME:947.78 ME:945.01 ME:941.06 ME:937.83 ME:939.48 ME:939.84 ME:939.83 ME:937.62 ME:935.56 ME:935.11 ME:936.79 ME:941.39 ME:943.60 ME:945.88 ME:946.15 ME:943.49 ME:945.26 ME:946.26 ME:945.65 ME:945.13 ME:945.14 ME:944.67 ME:944.95 946.34 EXISTING REGIONAL STORMWATER TREATMENT POND EXISTING REGIONAL STORMWATER TREATMENT POND 15 . 2 3 % 9 4 5 9 4 2 94 3 9 4 4 9 4 6 9 4 7 940 945 950 936 937 938 939 941 942 943 944 946 947 948 949 925 930 935 922 923 924 926 927 928 929 93 1 93 2 93 3 934 925 930 935 935 922 923 924 926 927 928 929 931 931 932 932 933 933 934 934 9 3 5 9 4 0 9 3 1 9 3 2 9 3 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 94 3 9 4 0 94 5 93 7 93 8 9 3 9 9 4 1 94 2 94 3 94 4 94 6 94 7 94 7 945 943 944 946 9 4 6 945 94 594 6 946 94 7 947 9 4 8 94 8 948948 94 6 94 5 946 94 6 94 7 943 946 946 94 5 94 6 9 4 4 ME:943.31 FFE: 947.00 GARAGE LFE: 936.00 ME:946.08 944.28 944.52 ME:943.61 ME:943.60 T/G:946.61 T/G:946.74 946.75 946.61 946.74 G:946.69 946.76 94 6 94 6 946 946 945 945 945 944 94494 5 9 4 5 94 6 946 937.07 937.22 1. 1 8 % 1 . 5 3 % 1 . 9 1 % 4 . 0 8 % 9 4 4 945 94 3 9 4 4 9 4 2 4.62% D Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 5 - G R A D I N G P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 6 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R GR A D I N G P L A N C500 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L RETAINING WALL NOTES 1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. 0.00%PROPOSED GRADE BETWEEN POINTS CO D LP LP LP 157TH STREET WEST EN G L I S H A V E N U E SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) D D D D D NYLOPLAST 29 RE:945.94 IE:938.87 S IE:938.87 N STMH 31 RE:946.05 IE:937.53 S IE:940.45 NE IE:931.28 N NYLOPLAST 27 RE:945.65 IE:940.88 S IE:940.88 N NYLOPLAST 25 RE:945.37 IE:941.37 SW IE:941.37 N NYLOPLAST 24 RE:945.21 IE:942.00 NE NYLOPLAST 35 RE:945.08 IE:941.00 SW STMH 12 RE:943.83 IE:939.36 NE IE:939.34 NW IE:939.81 SE IE:932.30 SW CBMH 18 RE:943.49 IE:940.00 NW CBMH 11 RE:943.11 IE:940.00 SW CBMH 4 RE:942.83 IE:932.73 SW IE:932.73 NE CBMH 2 RE:943.68 IE:933.32 S IE:933.32 NE CBMH 8 RE:942.92 IE:938.00 SE CBMH 16 RE:943.61 IE:940.00 SE CBMH 1 RE:943.24 IE:933.49 W IE:933.49 S IE:933.49 N STMH 22 RE:937.66 IE:934.26 W IE:934.26 N CONNECT TO TRENCH DRAIN IE:934.50 E STMH 9 RE:940.07 IE:932.28 SW IE:937.54 NW IE:932.28 NE CONNECT TO EXISTING STUB IE:932.14 NE CONNECT TO EXISTING STUB IE:932.14 SW CONNECT TO EXISTING STORM STRUCTURE IE:930.95 S 29 LF - 18" SD @ 0.60% 98 LF - 18" SD @ 0.60% 74 LF - 18" PVC @ 0.60% 24 LF - 18" SD @ 0.60% 46 LF - 15" SD @ 1.00% 64 LF - 15" SD @ 1.00% 20 LF - 18" SD @ 0.80% 66 LF - 15" SD @ 1.00% 19 LF - 15" SD @ 1.00% 41 LF - 15" SD @ 0.60% 128 LF - 15" SD @ 0.60% 63 LF - 12" SD @ 1.00% 39 LF - 15" SD @ 1.00% 93 LF - 18" SD @ 1.00% 33 LF - 12" SD @ 1.00% 55 LF - 12" SD @ 1.00% STMH 55 RE:946.11 IE:940.49 S IE:940.49 N WYE CONNECTION IE:937.93 S IE:937.93 N 40 LF - 18" SD @ 1.00% EXISTING REGIONAL STORMWATER TREATMENT POND EXISTING REGIONAL STORMWATER TREATMENT POND FFE: 947.00 GARAGE LFE: 936.00 ADJUST EXISTING STORM STRUCTURE RIM TO FINISHED GRADE ELEVATION 49 LF - 12" SD @ 1.00% D 134 LF - 18" PVC @ 1.00% STMH 71 RE:946.42 IE:934.83 E ROOF LEADER CONNECTION (TYP.) ROOF LEADER CONNECTION (TYP.) ROOF LEADER CONNECTION (TYP.) ROOF LEADER CONNECTION (TYP.) ROOF LEADER CONNECTION (TYP.) ROOF LEADER CONNECTION (TYP.) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 5 - S T O R M S E W E R P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 6 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT Know what'sbelow. before you dig.Call R PR E P A R E D F O R ST O R M S E W E R PL A N C501 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. D PROPOSED ROOF LEADER CONNECTION SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) LP LP LP 157TH STREET WEST EN G L I S H A V E N U E CO SS-2 CLEANOUT RE:946.35 IE:934.90 W IE:934.90 E SS-5 CONNECT TO EXISTING STUB DROP STRUCTURE CONTRACTOR TO VERIFY INVERTS RE:945.02 IE:922.38 NE IE:928.05 W SS-3 RE:943.83 IE:929.29 W IE:929.29 E SS-1 BLDG SERVICE IE:935.00 E 10 LF - 8" PVC @ 1.00% 167 LF - 8" PVC @ 1.00% 124 LF - 8" PVC @ 1.00% 45° BEND 45° BEND 45° BEND 45°BEND 45° BEND 45° BEND 45° BEND HYDRANT HYDRANT 45° BEND RELOCATED HYDRANT CONTRACTOR TO REMOVE AND SALVAGE EXISTING FIRE HYDRANT. ELECTRIC SERVICE TELECOMM SERVICE NATURAL GAS SERVICE PROPOSED TRANSFORMER ELECTRIC SERVICE PROPOSED TRANSFORMER 8 " FIRE WATER SERVICE SS-6 DROP STRUCTURE RE:943.05 IE:933.23 W IE:930.00 E 71 LF - 8" PVC @ 1.00% 4" DOMESTIC WATER SERVICE 6" GATE VALVE 6" HYDRANT LEAD 6" GATE VALVE 6" HYDRANT LEAD 4" DOMESTIC 8" FIRE EXISTING REGIONAL STORMWATER TREATMENT POND EXISTING REGIONAL STORMWATER TREATMENT POND 8" COMBINED WATER SERVICE 2 0 . 5 ' 13 . 5 ' 6" GATE VALVE CONTRACTOR TO REMOVE THE EXISTING 6" HYDRANT LEAD BACK TO THE MAIN, AND REPLACE WITH THE 8" WATER SERVICE. 8" GATE VALVE CONNECT POWER IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION CONNECT POWER IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION CONNECT COMM IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION CONNECT GAS IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION FFE: 947.00 GARAGE LFE: 936.00 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 7 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call PR E P A R E D F O R UT I L I T Y P L A N C600 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C-150 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) 2 - 4' DRESSER DECORATIVE BOULDER (TYP.) FENCE, SEE DETAIL (TYP.) A B C D E F PROPOSED APARTMENTS ±40,500 SF 135 UNITS EN G L I S H A V E N U E ENG L I S H A V E N U E ENGLISH AVENUE SPORT COURT (REF. PL A N S B Y OTHER F O R DETAILS) D O G R U N ( R E F . P L A N S B Y O T H E R F O R D E T A I L S ) PA T I O (R E F . P L A N S B Y OT H E R F O R DE T A I L S ) KIDS PLAY AREA BI K E R A C K S PR PR PR PR PR PR D D D D D D D D D D D DD B A A B B A B A B A B A B A B A C B B B BB B B C B B B B A A B B A B A C C C D D D F F F E BD D PR PR D A B C A B A B A C A B B B B A PROPOSED TRANSFORMER (TYP.) EXISTING COUNTY TRAIL EXISTING 40' WIDE DRAINAGE AND UTILITY EASEMENT PROPOSED CITY OUTLOT MONUMENT SIGN. REF. PLANS BY OTHERS SEEDING KEYNOTES SEED WITH MNDOT NB MIX: NORTHERN BOULEVARD SEED MIX (TYP.) CODE COMMON NAME OVERSTORY TREES BRO BUR OAK CSO CRIMSON SPIRE OAK GNK AUTUMN GOLD GINKGO TREE NPO NORTHERN PIN OAK PRE PRINCETON AMERICAN ELM SHL SKYLINE HONEY LOCUST STL SENTRY LINDEN SWO SWAMP WHITE OAK CONIFEROUS TREE BHS BLACK HILLS SPRUCE CNH CANADIAN HEMLOCK CRC EASTERN RED CEDAR MYS MEYER SPRUCE SCP SCOTCH PINE WHP WHITE PINE ORNAMENTAL TREE PRC PRAIRIE ROSE CRABAPPLE RIV RIVER BIRCH MULTI-TRUNK TCH THORNLESS COCKSPUR HAWTHORN DECIDUOUS SHRUBS ABW ARCTIC BLUE WILLOW GLS GRO-LOW FRAGRANT SUMAC GMS GOLDMOUND SPIREA IRD ISANTI REDOSIER DOGWOOD LDN LITTLE DEVIL NINEBARK PJM PJM RHODODENDRON SEM SEM FALSESPIREA PLANT SCHEDULE LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / SODDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH PRAIRIE RESTORATIONS NATIVE TALL PRAIRIE (PR) SEED MIX (TYP.) 2 - 4' DRESSER DECORATIVE BOULDER (TYP.) SEED WITH MNDOT STR MIX: SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) SEED WITH PRAIRIE RESTORATIONS NATIVE TALL PRAIRIE (PR) SEED MIX (TYP.)PR EVERGREEN SHRUBS ELY EVERLOW HYBRID YEW MGP MUGO PINE SER SPARTAN EASTERN REDCEDAR ORNAMENTAL GRASSES BBB BLACKHAWKS BIG BLUESTEM FLG FLAME GRASS HMS HEAVY METAL SWITCHGRASS NSG NORTHWIND SWITCH GRASS PDS PRAIRIE DROPSEED PERENNIALS ALL MILLENIUM ORNAMENTAL ONION BEE BEE-YOU™ BEE-MERRY BEE BALM BES BLACK-EYED SUSAN MBC MOONBEAM COREOPSIS MSY MOONSHINE YARROW RBS RUBY STAR CONEFLOWER RHA RHINELAND ASTIBLE WLC WALKERS LOW CATMINT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 7 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N REQUIRED PARKING LOT LANDSCAPE:3,434 S.F. (2% PARKING LOT) = 171,703 S.F. * 0.02 PROVIDED PARKING LOT LANDSCAPE:14,949 S.F. (8.7% PARKING LOT) REQUIRED PARKING LOT TREES:23 TREES = 3,434 S.F. / 150 S.F. PROVIDED PARKING LOT TREES:38 TREES REQUIRED SCREENING:AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING SHALL BE SCREENED FROM ALL PUBLIC STREETS AND ADJOINING PROPERTIES. PROVIDED SCREENING:SCREENING SHOWN AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING AREAS. LANDSCAPE SUMMARY - MULTIPLE RESIDENTIAL Know what'sbelow. before you dig.Call PR E P A R E D F O R LA N D S C A P E P L A N L100 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 1/ 1 3 / 2 0 2 5 AS S H O W N AT K AT K RA H NORTH NOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE & QUANTITIES SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. OVERSTORY TREES BRO 3 BUR OAK QUERCUS MACROCARPA B & B 2.5" CAL. CSO 26 CRIMSON SPIRE OAK QUERCUS ROBUR X ALBA `CRIMSCHMIDT`B & B 2.5" CAL. GNK 6 AUTUMN GOLD GINKGO TREE GINKGO BILOBA `AUTUMN GOLD` TM B & B 2.5" CAL. NPO 12 NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS B & B 2.5" CAL. PRE 11 PRINCETON AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. SHL 9 SKYLINE HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE'B & B 2.5" CAL. STL 5 SENTRY LINDEN TILIA AMERICANA `MCKSENTRY`B & B 2.5" CAL. SWO 5 SWAMP WHITE OAK QUERCUS BICOLOR B & B 2.5" CAL. CONIFEROUS TREE BHS 8 BLACK HILLS SPRUCE PICEA GLAUCA 'DENSATA'B & B 6` HT. CNH 2 CANADIAN HEMLOCK TSUGA CANADENSIS B & B 6` HT. CRC 13 EASTERN RED CEDAR JUNIPERUS VIRGINIANA B & B 6` HT. MYS 3 MEYER SPRUCE PICEA MEYERI B & B 6` HT. SCP 6 SCOTCH PINE PINUS SYLVESTRIS B & B 6` HT. WHP 6 WHITE PINE PINUS STROBUS B & B 6` HT. ORNAMENTAL TREE PRC 5 PRAIRIE ROSE CRABAPPLE MALUS IOENSIS `PRAIRIE ROSE`B & B 1.5" CAL. RIV 15 RIVER BIRCH MULTI-TRUNK BETULA NIGRA B & B 1.5" CAL. TCH 4 THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI INERMIS TM B & B 1.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING DECIDUOUS SHRUBS ABW 18 ARCTIC BLUE WILLOW SALIX PURPUREA 'CANYON BLUE'#5 CONT.5` O.C. GLS 14 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. GMS 65 GOLDMOUND SPIREA SPIRAEA X `GOLDMOUND`#5 CONT.3` O.C. IRD 77 ISANTI REDOSIER DOGWOOD CORNUS SERICEA `ISANTI`#5 CONT.5` O.C. LDN 28 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. PJM 33 PJM RHODODENDRON RHODODENDRON X `P.J.M.`#5 CONT.4` O.C. SEM 14 SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM`#5 CONT.3` O.C. EVERGREEN SHRUBS PLANT SCHEDULE EVERGREEN SHRUBS ELY 34 EVERLOW HYBRID YEW TAXUS X MEDIA 'EVERLOW'#5 CONT.4` O.C. MGP 30 MUGO PINE PINUS MUGO `SLOWMOUND`#5 CONT.5` O.C. SER 27 SPARTAN EASTERN REDCEDAR JUNIPERUS VIRGINIANA 'SPARTAN'#5 CONT.5` O.C. ORNAMENTAL GRASSES BBB 125 BLACKHAWKS BIG BLUESTEM ANDROPOGON GERARDII 'BLACKHAWKS'#1 CONT.36" O.C. FLG 127 FLAME GRASS MISCANTHUS X `PURPURASCENS`#1 CONT.36" O.C. HMS 84 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. NSG 89 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT.30" O.C. PDS 127 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.18" O.C. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CTNR.SPACING PERENNIALS ALL 171 MILLENIUM ORNAMENTAL ONION ALLIUM X 'MILLENIUM'#1 CONT.24" O.C. BEE 84 BEE-YOU™ BEE-MERRY BEE BALM MONARDA X 'BEE-MERRY'#1 CONT.24" O.C. BES 90 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT 18" O.C. MBC 234 MOONBEAM COREOPSIS COREOPSIS X `MOONBEAM`#1 CONT.18" O.C. MSY 123 MOONSHINE YARROW ACHILLEA X 'MOONSHINE'#1 CONT.24" O.C. RBS 180 RUBY STAR CONEFLOWER ECHINACEA PURPUREA `RUBY STAR`#1 CONT 20" O.C. RHA 44 RHINELAND ASTIBLE ASTILBE JAPONICA `RHINELAND`#1 CONT 18" O.C. WLC 211 WALKERS LOW CATMINT NEPETA X FAASSENII `WALKERS LOW`#1 CONT 18" O.C. +/ - 3 ' +/-3' MINIMUM 1/3 OF BOULDER BURIED BENEATH FINISH GRADE COMPACTED SUBGRADE UNDISTURBED SUBGRADE 90.0° SEE LANDSCAPE PLAN FOR MATERIAL DRESSER BOULDER WITH SMOOTH EDGES (LOCAL STONE SOURCE), SIZE RANGE FROM 24" TO 48" (+) DIAMETER. DO NOT USE CRACKED OR BROKEN BOULDERS. SEE LANDSCAPE PLAN FOR LOCATION. BOULDERS NOT TO BE PLACED CLOSER THAN 2' TO ANY PAVEMENT AND NO FURTHER THAN 3' . SECTION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 7 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R LA N D S C A P E SC H E D U L E L101 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AT K AT K RA H NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY DECORATIVE BOULDER DETAIL SCALE: N.T.S.1 BASE MATERIAL UNIFORM ZINC COATING (HOT DIP) ZINC PHOSPHATE COATING EPOXY PRIMER FLAT MOUNT BRACKET ACRYLIC TOPCOAT BRACKET OPTIONS RAKING DIRECTIONAL ARROW- WELDED PANEL CAN BE RAKED 30" OVER 8' WITH ARROW POINTING DOWN GRADE. RAIL NO EXPOSED WELDS PROFILE - SAME APPEARANCE ON BOTH SIDES BX301BX302/303BX304 INDUSTRIAL UNIVERSAL BOULEVARD BRACKET INDUSTRIAL SWIVEL BRACKET NOTES: AVAILABLE FROM: ASSA ABLOY / AMERISTAR WEBSITE: WWW.AMERISTARPERIMETER.COM PHONE: 888-333-3422 PANEL: 2-RAIL 3-1/2' FENCE STYLE: MAJESTIC (M) COLOR: BLACK (B) OR APPROVED EQUAL 13 4" RAIL (SEE CROSS- SECTION BELOW) POST SIZE VARIES WITH HEIGHT (SEE POST-SIZING CHART) 1 1" 16GA PICKET 8' O.C. Nom. VARIES WITH HEIGHT HEIGHT 4' 1" 3 33 4" (TYP.) 13 4" 13 4" RAIL HEAVY INDUSTRIAL STRENGTH WELDED STEEL PANEL PRE-ASSEMBLED 1 VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT / MANUFACTURER SPECIFICATION FOR INSTALLATION REQUIREMENTS. SEE FENCE IN LANDSCAPE AREA FOR FOOTING / ANCHORING INFORMATION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ a v r - o r c h a r d p l a c e \ t r i d e n t d e v e l o p m e n t - o u t l o t d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 5 7 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1021 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1022 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1023 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L1024 4" 1" PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS LARGER THAN ONE INCH, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE TO BE BETWEEN 5.4 AND 7.0. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREES, SHRUBS AND PERENNIALS. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. 17.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 18.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 19.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PRE-EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 20.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 21.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 22.PROVIDE NEW IRRIGATION SYSTEM TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN / FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, EPA WATERSENSE APPROVED CONTROLLER, AND PRESSURE REGULATED HEADS. SHRUBS / PERENNIAL BEDS TO USE DRIP IRRIGATION. PROVIDE TEMPORARY IRRIGATION TO NATIVE SEEDED AREAS ON SEPARATE ZONE FOR ESTABLISHMENT. ESTABLISHMENT 23.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 24.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 25.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 26.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L102 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 ## # # # # # # AT K AT K RA H ORNAMENTAL FENCE AND GATE DETAIL SCALE: N.T.S. L102 5 PARKING LOT SIDE w/ MAIN ENTRY- EAST ELEVATION POND SIDE w/ ROOFTOP PATIO - WEST ELEVATION UNDERGROUND GARAGE ENTRANCE SIDE - EAST ELEVATION 55 ' - 0 " 55 ' - 0 " SPORT COURT (REF. PLANS BY OTHER FOR DETAILS) KIDS PLAY AREA (REF. PLANS BY OTHER FOR DETAILS) DOG RUN (REF. PLANS BY OTHER FOR DETAILS) BI K E R A C K S PROPOSED APARTMENTS ±40,500 SF 135 UNITS PATIO (REF. PLANS BY OTHER FOR DETAILS) LP LP LP 157TH STREET WEST EN G L I S H A V E N U E HYDRANT HYDRANT RELOCATED HYDRANT FFE: 947.00 GARAGE LFE: 936.00 HYDRANT COVERAGE RADIUS (TYP.) HYDRANT COVERAGE RADIUS (TYP.) HYDRANT COVERAGE RADIUS (TYP.) 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ T r i d e n t D e v e l o p m e n t - O u t l o t D \ 3 D e s i g n \ C A D \ E x h i b i t s \ 2 0 2 5 - 0 2 1 8 F i r e T r u c k T u r n i n g E x h i b i t \ 2 0 2 5 - 0 2 1 8 T r i d e n t - F i r e T r u c k T u r n i n g P l a n . d w g F e b r u a r y 1 8 , 2 0 2 5 - 2 : 0 5 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH Know what'sbelow. before you dig.Call PR E P A R E D F O R FI R E T R U C K TU R N I N G P L A N C600 OR C H A R D P L A C E AP A R T M E N T S TR I D E N T DE V E L O P M E N T AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 0 6 0 0 0 01 / 2 9 / 2 0 2 5 AS S H O W N AC L MJ B AC L 5 5 5 5 5 5 5 5 30 2 0 20 2 0 20 20 20 20 20 20 20 5 5 5 5 5 5 5 10 10 PERPETUAL PEDESTRIAN TRAIL, UNDERPASS AND DRAINAGE EASEMENT PER DOC. NO. 3085239. S 4 3 ° 5 6 ' 0 9 " E 3 4 4 . 9 4 S89°40'17"E 199.65 N60° 2 9 ' 4 0 " E 37.0 6 N89°59'59"W 27.95 N80°30'3 0 " W 2 1 7 . 6 1 N 2 0 ° 4 5 ' 5 5 " W 3 7 . 5 2 CO U N T Y O F D A K O T A PI D 0 1 5 5 8 9 1 0 0 0 2 0 157TH STREET WEST EN G L I S H A V E N U E EX I S T I N G S A N I T A R Y S E W E R E X I S T I N G S A N I T A R Y S E W E R EX I S T I N G W A T E R M A I N E X I S T I N G S T O R M S E W E R E X I S T I N G S T O R M S E W E R EXISTING STORM SEWER B-10 B- 1 1 B- 1 5 DR A I N A G E & U T I L I T Y E A S E M E N T PE R R E C O R D E D P L A T B- 1 5 DR A I N A G E & UT I L I T Y E A S E M E N T PE R R E C O R D E D P L A T B- 1 5 DR A I N A G E & UT I L I T Y E A S E M E N T PE R R E C O R D E D P L A T B-15 DRAINAGE & UTILITY EASEMENT PER RECORDED PLAT BIT U M I N O U S S U R F A C E BI T U M I N O U S S U R F A C E B I T U M I N O U S T R A I L BITUMINOUS TRAIL BITUMIN O U S T R A I L BIT U M I N O U S T R A I L 3 0 3 0 3 0 30 30 B- 1 9 B- 1 8 LP LP LP 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.5 0.6 0.7 0.5 0.4 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.3 1.4 3.6 2.2 3.0 5.3 2.0 1.9 3.6 1.4 0.3 0.1 0.2 1.3 2.2 0.5 0.1 0.1 0.4 2.4 9.1 3.3 3.1 9.1 2.6 0.4 0.1 0.1 0.4 5.4 16.5 1.1 0.1 0.1 0.3 0.2 0.1 1.3 4.4 0.3 4.1 0.1 0.1 0.1 0.3 2.0 20.3 3.3 0.4 0.2 0.1 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 4.9 17.0 0.1 0.1 0.1 0.1 0.2 0.8 2.5 1.1 0.3 0.4 2.0 20.7 15.0 9.8 0.8 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.8 1.3 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.3 0.3 0.3 0.8 2.0 2.1 1.5 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 1.0 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 1.6 12.8 0.4 0.4 0.5 0.6 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.9 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.5 0.6 0.7 0.8 0.9 1.0 0.9 0.8 1.6 8.8 1.6 0.8 0.8 0.9 1.1 1.3 1.4 1.3 1.1 1.1 1.1 1.2 1.2 1.4 1.5 1.4 1.1 1.0 0.8 0.6 0.6 0.8 1.0 1.1 1.3 1.5 1.3 1.1 1.1 1.1 15.8 1.4 0.9 1.2 1.6 2.0 2.1 1.8 1.5 1.4 1.3 1.4 1.6 2.0 2.3 2.0 1.5 1.2 1.0 0.7 0.7 0.9 1.2 1.5 2.0 2.3 1.9 1.5 1.2 0.8 4.4 1.1 1.1 1.6 2.0 2.0 2.1 2.1 1.9 1.6 1.5 1.7 2.1 2.2 2.2 2.1 2.0 1.6 1.1 0.8 0.8 1.1 1.6 2.0 2.1 2.2 2.1 2.0 1.5 0.9 0.1 0.1 0.6 0.7 1.2 1.8 2.1 2.0 2.0 2.1 2.1 1.7 1.6 1.9 2.3 2.2 2.1 2.2 2.3 1.8 1.3 1.0 0.9 1.3 1.8 2.3 2.2 2.1 2.2 2.2 1.7 1.1 0.1 0.1 0.1 0.1 0.4 0.6 1.1 1.6 2.0 2.0 2.1 2.1 1.9 1.6 1.6 1.8 2.1 2.3 2.3 2.3 2.2 1.8 1.4 1.1 1.1 1.4 1.8 2.2 2.3 2.3 2.2 2.1 1.6 1.2 1.0 1.9 7.8 11.0 7.8 1.8 0.5 0.3 0.1 0.1 0.1 0.3 0.5 0.9 1.2 1.6 2.1 2.2 1.8 1.5 1.5 1.5 1.6 1.7 2.1 2.5 2.3 2.0 1.8 1.7 1.5 1.4 1.5 1.7 1.9 2.2 2.4 2.1 1.7 1.5 1.3 1.2 1.7 3.2 3.4 2.1 1.0 0.5 0.3 0.2 0.1 0.1 0.3 0.5 0.7 0.9 1.1 1.4 1.4 1.3 1.2 1.3 1.4 1.4 1.4 1.6 1.8 1.9 1.9 1.9 2.0 1.9 1.8 1.7 1.8 1.7 1.7 1.7 1.6 1.5 1.5 1.4 1.4 1.5 1.7 1.5 1.2 0.9 0.6 0.3 0.2 0.1 0.1 0.1 0.3 1.8 7.1 10.9 4.8 0.8 0.3 0.3 0.4 0.5 0.6 0.8 0.9 1.0 0.9 1.0 1.2 1.3 1.2 1.1 1.2 1.4 1.6 1.8 2.0 2.4 2.6 2.3 1.9 1.7 1.5 1.3 1.2 1.2 1.2 1.4 1.5 1.6 1.9 2.0 1.7 1.3 1.0 0.7 0.4 0.2 0.1 0.1 0.1 0.2 0.5 1.3 2.1 1.4 0.5 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.8 1.3 1.4 1.2 0.8 0.8 1.0 1.4 1.8 2.3 2.4 2.4 2.4 2.2 1.7 1.3 1.0 0.8 0.8 1.0 1.3 1.7 2.0 2.2 2.2 2.1 1.7 1.2 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 1.7 1.9 1.3 0.5 0.6 0.8 1.2 1.8 2.3 2.3 2.1 2.2 2.3 1.7 1.2 0.8 0.6 0.7 0.8 1.3 1.8 2.2 2.1 2.0 2.0 2.0 1.4 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.9 2.7 3.1 1.1 0.4 0.5 0.7 1.1 1.6 2.0 2.2 2.2 2.2 2.0 1.5 1.0 0.7 0.5 0.6 0.7 1.2 1.7 2.1 2.2 2.0 1.9 1.9 1.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.3 3.6 4.0 0.5 0.3 0.4 0.6 0.9 1.2 1.5 2.0 2.3 2.0 1.5 1.2 0.9 0.6 0.5 0.5 0.7 1.0 1.4 1.7 2.2 2.3 1.9 1.5 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.9 4.3 2.5 0.3 0.3 0.3 0.5 0.7 1.0 1.1 1.4 1.5 1.4 1.1 1.0 0.8 0.6 0.5 0.5 0.6 0.9 1.1 1.3 1.6 1.7 1.4 1.1 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.8 2.7 4.0 1.4 0.2 0.2 0.3 0.4 0.6 0.7 0.8 0.9 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.5 0.5 0.7 0.8 1.0 1.1 1.1 1.0 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.2 3.0 3.4 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.4 1.2 1.7 1.5 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.5 0.7 0.9 0.5 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.7 0.9 1.0 1.1 1.1 0.9 0.8 0.6 0.5 0.4 0.4 0.5 0.7 0.8 0.9 1.1 1.1 1.0 0.8 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.1 1.4 1.7 1.5 1.2 1.0 0.8 0.5 0.4 0.4 0.6 0.8 1.0 1.2 1.5 1.6 1.4 1.1 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.0 2.3 2.1 1.7 1.3 0.9 0.6 0.4 0.4 0.6 0.9 1.3 1.7 2.1 2.3 1.9 1.4 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.4 1.9 1.9 1.9 2.1 2.0 1.6 1.0 0.6 0.4 0.4 0.6 1.1 1.6 2.0 2.1 2.0 1.9 1.8 1.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.4 2.0 1.9 1.9 2.0 2.1 1.6 1.0 0.6 0.4 0.4 0.6 1.1 1.7 2.1 2.0 1.9 1.9 1.9 1.3 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.2 1.6 2.0 2.1 2.1 1.8 1.3 0.9 0.6 0.4 0.4 0.6 1.0 1.4 1.8 2.0 2.1 2.0 1.6 1.2 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.5 1.8 1.6 1.3 1.0 0.8 0.5 0.4 0.4 0.6 0.8 1.1 1.4 1.8 1.9 1.5 1.2 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.7 0.9 1.0 1.2 1.2 1.1 0.9 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 2.3 2.7 2.8 2.9 3.1 3.0 3.0 3.2 3.0 2.8 2.7 2.4 1.5 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.5 2.8 4.7 4.3 4.3 4.6 3.3 3.3 4.5 4.2 4.3 4.6 3.0 1.6 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.8 0.8 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.3 0.8 0.8 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 PR E L I M I N A R Y S E T City of MEMO Building Inspections TO: Tim Benetti Community Development Director FROM: George Dorn, Building Official DATE: February 25, 2025 SUBJECT: Trident/Orchard Place Apartments  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site.  Indicate Trash and recycling area calculations, Per MSBC 2020 1303.1500 Subpart 1, recycling space is required in accordance with Table 1-A on plans issued for permit. Please designate this recycling space at the time of permit submittal.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design.  Retaining walls shall be designed by a Structural Engineer for walls over 4 feet.  Dog run shall not have any drains connected to the sanitary sewer.  Platting the property lines must be completed prior to permit issuance.  Architectural, Structural and Civil plans are required to be signed with the permit application.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections.  The allowable area and building heights will be determined once the code analysis has been completed.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the buildings to have an automatic sprinkler system installed based on occupancy type and square footage.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1.  Provide energy and lighting compliance calculations at the time of permit submittal. CITY OF MEMO Public Works TO: Jennifer Haskamp, Planning Consultant FROM: Evan Acosta, Assistant City Engineer DATE: March 27, 2025 SUBJECT: Orchard Place Apartments Site Plan Review per Plans Dated 1/29/2025 Jennifer, The following are comments regarding the Orchard Place Apartment Plans dated January 29, 2025. Please add these as conditions of approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. 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 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6. A stormwater maintenance agreement will be required as part of this project. The maintenance agreement is required to be recorded prior to NRMP permit issuance. 7. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 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. Department of Labor and Industry (DOLI) shall review private utilities. 10. A right of way permit will be required for all work within public easements or right of way. 11. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Traffic Site 12.The City’s Traffic Engineering Consultant has completed an updated traffic analysis based on the proposed land use. This further analysis was identified during the comprehensive plan amendment process, to be completed when more site-specific information was available. •The traffic study has identified that one of the three driveway accesses on the north end of the site should be eliminated (middle access). •The full traffic study is attached to the Orchard Place 5th Preliminary Plat Memo 13.The final site plan will be reviewed by the City Engineer. 14.Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 15.Pavement section for public roadways shall match existing roadways and be shown on the plans. 16.Show the location of light poles on the site plan. •Included proposed and existing lighting along English Ave Grading & Drainage Plan 17.Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 18.Final Grading Plans shall be reviewed and approved by City Engineer. 19.Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 20.Label the EOF’s on the grading plan. 21.Provide elevations for top & bottom of all retaining walls. 22.Provide rim elevations for each of the catch basins on the grading plan. Storm Sewer 23.Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 24.A Sump/SAFL or similar pretreatment device will be required before private storm drainage leaves the property. •STMH 31 and STMH 12 appear to both require the pretreatment device. Sanitary Sewer and Watermain 25.Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 26.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. 27. The sanitary sewer service is shown at 1% grade which must be approved by the building official. It appears that there is sufficient elevation to install at the 2% minimum slope. 28. Hydrant leads shall connect to the watermain before the fire/domestic split. The fire/domestic split shall be split outside the building and valves located 1.5 times the height of the building away from the building or placed in a location readily accessible per Apple Valley standard detail plate SER-6. 29. Identify Irrigation service location(s) if applicable per SER-4. 30. Provide additional drawing showing required hydrant coverage for site. 31. All watermain shall be a min depth of 8.0’. Landscape and Natural Resources 32. Tree planting must follow 15-10-5 diversity rule. 33. Planting of Scotch pine is discouraged due to widespread disease issues in Minnesota. Please consider alternatives conifers such as Norway spruce, Swiss stone pine, white fire, or tamarack. 34. Applicant shall obtain a MPCA Construction Stormwater Permit and submit a SWPPP for sites disturbing over 1 acre. 35. Applicant should provide detail on snow storage locations. 36. Applicant to show erosion control blanket quantity/locations on ESC Plans CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR TRIDENT DEVELOPMENT RESIDENTIAL APARTMENT BUILDING AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of the proposed 40,500 square foot residential development and associated site plan has been request by Trident Development, on property legally described as Lot 2, Block 1, Orchard Place 5th Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Lot 2, Block 1, Orchard Place 5th Addition is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Planned Development, Planned Development Agreement, and final plat of Orchard Place 5th Addition must be approved and recorded with the County prior to issuance of a building permit. 3. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non-surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated DATE (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 landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plans dated DATE. 2 6. Subject to all conditions noted in the City Engineer’s memo dated DATE, on file with the City. 7. Subject to all conditions noted in the Building Official’s memo dated DATE, on file with the City. 8. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 10. The middle access drive on the north end of the site on English Avenue shall be eliminated, in accordance with the memo issued by the City Engineer. 11. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 12. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 13. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 14. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 15. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 16. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 3 17. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 18. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 19. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 2, 2025 S E C T I O N:L and Use / Action I tems Description: S kyline S ocial & Games S taff Contact: S ydnee Stroeing, A ssociate P lanner Department / Division: Community Development Department Applicant: S kyline MN A pple Valley, L L C P roject Number: P C25-07-B Applicant Date: 3/7/2025 60 Days: 5/6/2025 120 Days: 7/5/2025 AC T I O N RE Q UE S T E D: T he Planning C ommission is asked to review this request of site plan/building permit authorization but withhold action. T his item cannot be acted on unless the subdivision by preliminary plat of Orchard Place 5th Addition and rezoning of Lot 1 and Lot 2, Block 1 and Outlot B Orchard Place 5th Addition, are approved prior. If the Planning C ommission approves the proposed preliminary plat and rezoning, and has no concerns with site plan/building authorization request of Skyline Social & G ames, staff recommends the following action: Recommend approval of a site plan/building permit authorization to allow for construction of a 46,200 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,000 sq. ft. outdoor recreation facility and patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). S UM M ARY: Skyline MN Apple Valley, LLC has requested site plan/building permit authorization to allow construction of a 46,200 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,000 sq. ft. outdoor recreation facility and patio on Lot 1, Block 1 of the proposed Orchard Place 5th A ddition. T he indoor recreation facility would include bowling lanes, duckpin lanes, axe throwing, an arcade, and banquet and meeting spaces. T he outdoor recreation facility and patio would include sand volleyball courts, cornhole courts, bocce courts, indoor/outdoor bar, fire pits, and outdoor dining seating. T he indoor/outdoor recreation facility will also be in conjunction with a restaurant service that provides traditional sit-down options, bar service, and outdoor seating. T he site would include 329 parking stalls. Access to Lot 1 would come from one driveway access off 155th St West, and two driveway accesses off of English Avenue. T his proposed development is in conjunction with a proposed subdivision by preliminary plat of Outlot D, Orchard Place 2nd Addition into two lots and two outlots. Additionally, it has been requested to rezone Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from "RB" (Retail Business) to "P D" (Planned Development). T he preliminary plat and rezoning are requested by the developer and owner of the existing outlot. B AC K G RO UND: Comprehensiv e P lan: T he proposed Lot 1, Block 1, Orchard Place 5th Addition is guided for "C" (Commercial). C ommercial areas include a wide variety of retail, office, and services uses that vary in intensity and off-site impacts. T he C ity uses the zoning ordinance to regulate the intensity and characteristics of development. Lower-intensity districts include "LB" (Limited Business) and "N C C " (Neighborhood Convenience C enter). Higher-intensity districts include "G B" (General Business) and "RB" (Retail Business). In each district, land use and performance standards such as parking, building setbacks, storm water infiltration, access and lot coverage set the parameters for development. T he proposed development would be consistent with the current Comprehensive Plan designation. Zoning: T he property is currently zoned "RB" (Retail Business). A separate application is requested for the rezoning of this proposed property as well as Lot 2 and Outlot B of Orchard Place 5th Addition. T he use of an indoor recreation facility would be permitted in the standard "RB" zoning district. T he outdoor recreation facility is not a permitted or conditional use in the "RB" zone. T he rezoning to "P D" will allow flexibility to zoning of the property in consideration of this unique use. Additionally, by utilizing a custom "P D" zoning district, the City will be able to consider and adopt specific performance standards related to each zone within the Planned Development. P reliminary P lat: T he preliminary plat is being requested by the developer and owner of the existing outlot. Please see the O rchard Place 5th Addition staff report for more information on the subdivision of Outlot D, Orchard Place 2nd Addition. Site P lan: T he site plan includes the indoor recreation facility, class I restaurant, and outdoor recreation facility and patio. T he parking lot would include 329 parking stalls with street access from 155th Street West and English Avenue. T he site would also include a standard 6' wide sidewalk along English Avenue, a 10' public trailway along the west property line, and there is an existing trailway abutting the site along 155th Street West. A requirement in the proposed "PD" zoning will be to connect all interior sidewalks to public trails. T he outdoor recreation facility and patio would include an indoor/outdoor bar, fire pits, dining areas, and sports courts. T he entire outdoor area would be delineated by an engineered 8' fence. T he applicant has stated that trees and landscaping will border the fence where space permits. A fence is required in both the draft PD ordinance and the outdoor dining section of City C ode. T he outdoor area will also include speakers for music and stadium lighting for the sport league courts. T he applicant has stated that the speakers and lighting will be positioned so as to limit spillage outside of the fenced area. Additionally, the draft PD ordinance includes provisions related to both noise and lighting. P arking Details: A traditional class I restaurant would require one parking stall per 2.5 customer seats, and one space per five seats of outdoor eating area, excluding the first ten outdoor seats. A bowling alley would require five parking spaces for each alley, plus additional spaces as may be required for related uses such as a restaurant or liquor facility. City C ode does not include a minimum parking requirement for this specific use mix. Due to the nature of the use, the facility includes a large range of seating options that significantly increase the required minimum parking stall count if every customer seat were to be accounted for. For example, the banquet and meeting spaces include high customer seat counts but will not constantly be in use. Additionally, the outdoor recreation courts will not be entirely utilized year-round. T he applicant has stated that parking will be shared with the future development of Outlot A , just south of this site (please see the attached site plan that includes a mock-up of the shared parking area). A shared parking agreement will be required between these two proposed properties. Staff continues to review the proposed parking stall count to determine if it will be adequate for this site and use. Grading and Utilities: T he Assistant C ity Engineer has reviewed the grading and utility plans, and comments are included in the attached memo. Issuance of a building permit, grading activity, or utility installation shall be contingent upon the review and approval of the final grading and utility plans by the City Engineer. Building E lev ations: T he primary building materials would include brick veneer, corrugated metal panels, and architectural C MU veneer (stone finish). Secondary materials include an aluminum composite panel providing a trim to exterior windows, and metal coping along the roof line. Corrugated metal is not permitted as a primary building material. T he proposed building elevations show large sections of corrugated metal, specifically along the south elevation. T he north, east, and west elevations show the metal being broken up by articulated sections of brick veneer and architectural C MU. Metal has been permitted as a secondary material for commercial buildings. T he "P D" zoning requirements could allow for flexibility to the building materials than what standard zoning requirements would allow. Further review of proposed the building materials will be required. T he outdoor fence surrounding the outdoor recreation area and patio would be a pressure treated wood fence. C ity Code does not require specific fence materials except that "All exterior wood surf aces of any f ence, other than decay resistant woods, shall be protected f rom the elements by paint or other protective surf ace coating or treatment, which shall be maintained in good repair to provide the intended protection f rom the elements.". T he proposed fence would meet standard requirements. All rooftop and ground mounted mechanical equipment as well as exterior utility meters will be required to be screened. T he trash enclosure is shown to be architecturally compatible with the proposed principal building. Landscaping: T he standard landscaping requirements per City C ode require that commercial developments have a minimum landscaping cost of 2.5% of the estimated building construction cost based on Means C onstruction data. T he proposed plans show the addition of 73 trees and a large variety of shrubs, grasses, and perennials. As with other recent development projects, the applicant is struggling to meet the 2.5% requirement with landscape material as defined in section 155.003. T he P D ordinance is proposed to allow flexibility with upgraded landscaping materials that are not included in standard zoning requirements. If the proposed PD ordinance is approved, landscaping costs may be reduced by 1% of the Means C onstruction C ost of the building if upgraded landscaping materials (public art, fountains, decorative paving, public benches, bike racks, etc.) are incorporated into the landscaping plan. P ark Dedication: Park dedication is primarily handled through the subdivision process with the amount of land or cash-in-lieu required based on the building type and size used on each lot. T he park dedication will be fulfilled by the intended user of this site. T he interior public trail is proposed to be allocated towards the park dedication requirement. T he user and/or developer would construct the trail and provide a trail easement to the C ity. T he City would maintain the trail. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Z oning Map Applicant L etter Plan S et Site P lan Plan S et Exhibit L ighting Plan Memo Memo Resolution 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W EV E R G R E E N A V E 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Skyline Social Location Map Subject Property SW Corner of 155th St W and English Ave 0 410205 Feet 3 2 6 6 6 6 P P RB LB RB M-6C PD-975 PD-856 157TH ST W PI L O T K N O B R D 155TH ST W EN G L I S H A V E EV E R G L A D E A V E 156TH ST W FAIR HILL WAY EM P E R O R A V E 158TH ST W EM O R Y A V E 156TH WAY 153RD ST W 154TH ST W FA I R B O O K C T EN G L I S H A V E PI L O T K N O B R D ^ ¯Skyline Social Zoning Map Subject Property SW Corner of 155th St W and English Ave 0 410205 Feet A p p l e V a l l e y P r o j e c t N a r r a t i v e F e b r u a r y 2 0 2 5 Introduction & Background Skyline Social & Games, a family-owned business proudly headquartered in Hermantown, MN, has been a cornerstone of the community for over 40 years. As a third-generation family enterprise, Skyline has evolved from a traditional bowling center into a modern family entertainment center. At its flagship Hermantown location, Skyline offers a variety of attractions, including traditional bowling, duckpin bowling, an expansive arcade, ax throwing, and banquet facilities. Outdoor attractions include 9 sand volleyball courts, bocce and cornhole. Skyline has earned its reputation as the Midwest epicenter for league play. During the summer months, the center hosts over 600 volleyball, bocce and cornhole teams, with over 1,000 guests attending per night from May through October. In the winter months, Skyline continues to thrive with leagues for traditional bowling, duckpin bowling, ax throwing, and cribbage, averaging 500 guests per weeknight from October to April. On winter weekends, Skyline attracts even more guests, with Saturdays drawing around 3,000 guests and Fridays and Sundays welcoming approximately 2,000. Beyond league and open play, Skyline hosts more than 2,100 private and corporate events each year, solidifying its position as a central gathering spot in the community. Skyline Social & Games – Apple Valley Expansion Building on its decades of success, Skyline Social & Games is excited to expand with a second location in Apple Valley, MN. The new venue will offer a fresh and vibrant space designed from the ground up, allowing for state-of-the-art features and improvements that enhance the overall experience for guests. The Apple Valley location will include 14 open bowling lanes, 6 VIP bowling lanes, 12 duckpin lanes, 5 ax-throwing bays, and a 60-game arcade. Banquet and meeting spaces will also be available, perfect for gatherings of all sizes. Guests can enjoy outdoor activities with 9 sand volleyball courts, 12 cornhole courts, and 4 bocce courts. The outdoor patio will be equipped with a large indoor/outdoor bar, fire pits, and a variety of seating options, both covered and open-air. The 50,000 SF outdoor space will be refined by a perimeter of green treated wood fence that naturally grays, matching the reclaimed wood elements central to Skyline’s brand. The fence will be bordered by trees and other landscape features. Additionally, a public pedestrian trail will run along the western edge of the property, further promoting neighborhood walkability. Skyline’s business model in Apple Valley will remain centered around league play, private events, and corporate gatherings, establishing the venue as a lively, community-focused destination for entertainment. The location will operate daily, from 11 AM to 11 PM Monday through Thursday, and 10 AM to midnight on Fridays, Saturdays, and Sundays. We are committed to being respectful of our neighbors, which is why we will ensure a quieter atmosphere after 10:30 PM, with music turned down and stadium lights shutting off at 11 PM during the seasonal use of our outdoor space. The last game of volleyball starts at 9:20 PM, with a scheduled end time of 10:10 PM. A sound restriction that starts at 10:30 PM ensures that all volleyball games have concluded, even if there are delays in the league schedule. With plans to employ between 120-150 staff members, the Apple Valley location is expected to generate significant economic impact, including an estimated $650,000-$800,000 in sales tax, $321,000 in payroll tax, and over $250,000 in property tax. Commitment to Community Skyline is deeply committed to supporting its community. As a proud sponsor of numerous youth sports organizations, we are dedicated to giving back through charitable donations and partnerships. In 2024 alone, Skyline generously donated over 450 room rentals to a wide variety of community- focused groups. Skyline is the trusted venue for parents and volunteers working to make a positive impact and we take immense pride in being a key part of these community-driven efforts. Skyline’s new location in Apple Valley is poised to be a major attraction for the community. Currently, with only 10,000 residents, our existing facility is already the fourth most visited attraction in Minnesota, even surpassing businesses like Dave & Buster's in Maple Grove. This success can be attributed to Skyline’s strong community connections and our ongoing commitment to reinvest in the areas we serve. With Apple Valley and its surrounding region offering a population that’s more than 400% larger, we expect the new location to quickly become one of the most visited attractions in the state. Skyline is more than just a bowling center – it's a vibrant community hub. Designed with a blend of style that appeals to adults and attractions that kids love, Skyline offers the perfect space for any gathering. Whether it’s a family celebrating a child’s first birthday, a youth hockey team where parents can relax while the kids enjoy themselves, a corporate group looking to combine education with fun team-building activities, or a business owner wanting to treat their team to an unforgettable experience instead of the typical holiday party, Skyline is the ideal venue. With something for everyone, Skyline is truly the ultimate destination for any occasion. H E R M A N T O W N , M N f a m i l y O w n e d S i n c e 1 9 7 6 C O R N H O L E V O L L E Y B A L L B O C C E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g F e b r u a r y 1 8 , 2 0 2 5 - 2 : 5 9 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R CO V E R S H E E T C000 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M NORTH VICINITY N.T.S. APPLE VALLEY, DAKOTA COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: ORCHARD PLACE - SKYLINE SOCIAL ORCHARD PLACE 2ND ADDITION - OUTLOT D (NORTH) FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C102 ALTA TOPOGRAPHIC SURVEY C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C501 STORM SEWER PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE ENLARGEMENT L102 LANDSCAPE ENLARGEMENT L103 LANDSCAPE ENLARGEMENT L104 LANDSCAPE SCHEDULE L105 LANDSCAPE DETAILS L106 LANDSCAPE DETAILSLANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED, PLA 14800 GALAXIE AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, P.E. 14800 GALAXIE AVE S, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE (952) 905-2887 OWNER / DEVELOPER SKYLINE SOCIAL AND GAMES 4894 MILLER TRUNK HWY DULUTH, MN 55811 TELEPHONE: (701) 201-0590 SITE 160TH ST W 150TH ST W PI L O T K N O B R D 155TH ST W Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 1 - G E N E R A L N O T E S . d w g F e b r u a r y 1 8 , 2 0 2 5 - 2 : 5 9 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R GE N E R A L N O T E S C100 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS. 11.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: PROBE ENGINEERING COMPANY, INC. ADDRESS: 1000 EAST 146TH STREET, BURNSVILLE, MN 55337 PHONE: 952-432-3000 DATED: 01/17/2025 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: ADDRESS: PHONE: DATED: 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY CLIENT-SPECIFIC NOTES 1.CONTRACTOR SHALL GRADE THE 10' ADJACENT TO THE BUILDING AT 6.5% OR GREATER, UNLESS NOTED OTHERWISE 2.FINAL GRADING SHALL INCLUDE THE USE OF JUMPING JACK COMPACTOR TO RECOMPACT THE SOIL ADJACENT TO THE BUILDING PRIOR TO THE PLACEMENT OF THE TOPSOIL 3.TOPSOIL SHALL BE FURNISHED BY THE EARTHWORK SUBCONTRACTOR, TO THE SPECIFICATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION. 4.THE UTILITY SUBCONTRACTOR IS RESPONSIBLE FOR DRAIN TILE CONNECTED TO THE STORM SEWER SYSTEM, THAT ISN'T CONNECTED TO THE BUILDING DRAIN TILE SYSTEM. 5.THE WATER LINE SHALL BE BROUGHT IN TO THE BUILDING, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. 6.THE SANITARY SEWER LINE SHALL BE BROUGHT INTO THE BUILDING MECHANICAL ROOM, FLUSHED, TESTED, AND CAPPED BY THE UTILITY SUBCONTRACTOR. TNH 950.37 EN G L I S H A V E N U E 155TH STREET WEST 92 5 93 0 93 5 94 0 94 5 94 5 945 92 3 92 4 92 6 92 7 92 8 92 9 93 1 93 2 93 3 93 4 93 6 93 7 93 8 93 9 94 1 94 2 94 3 94 4 9 4 6 9 4 6 946 930 93 5 931 932 933 934 93 6 9 2 5 9 3 0 9 3 5 9 4 0 945 950 9 2 3 9 2 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 942 9 4 2 94 2 943 944 946 947 948 949 951 945 950 944946947948 949 951 94 5 9 4 4 9 4 6 946 94 6 1 . 2 8 % 0 . 7 5 % 1.29% 0.9 9 % 1 . 8 4 % 0.97% 0. 7 5 % 0 . 5 7 % 1. 5 1 % 1.4 0 % 1. 1 9 % 1 . 2 0 % 0.43 % 1.31% 1.16 % 1.74% 1 . 5 3 % 0.59% 0.75% 1.65% 0 . 4 2 % 0.20 % 1 . 0 9 % 1.61 % 4 . 5 5 % 4. 6 3 % 1 . 3 8 % 3:1 4:1 4:1 3: 1 3:1 94 5 94 394 4 946 3.3 9 % 7. 5 4 % 1 . 1 7 % 3.9 3 % 7.45 % 1.51% 2.42 % 1.53% SILT FENCE (TYP.) - OFFSET 2' FOR CLARITY SILT FENCE (TYP.) - OFFSET 2' FOR CLARITY SILT FENCE (TYP.) - OFFSET 2' FOR CLARITY BIOROLL (TYP.) - OFFSET 2' FOR CLARITY ROCK CONSTRUCTION ENTRANCE ROCK CONSTRUCTION ENTRANCE PROPOSED BUILDING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS 93 5 94 0 9 4 5 93 3 93 4 93 6 93 7 93 8 93 9 94 1 94 2 94 3 94 4 9 4 6 9 4 7 7.45 % 5 . 8 1 % Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 1 P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 0 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 1 C300 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE I BMP QUANTITIES SILT FENCE ±725 LF ROCK CONSTRUCTION ENTRANCE 2 EA BIO ROLL ±125 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS AREA SUMMARY TOTAL PROPERTY AREA 7.10 AC EXISTING IMPERVIOUS AREA 0.20 AC EXISTING PERVIOUS AREA 6.90 AC PROPOSED IMPERVIOUS AREA 5.27 AC PROPOSED PERVIOUS AREA 1.83 AC TOTAL DISTURBED AREA 6.03 AC SEE INSET FOR TRAIL CONTINUATIONTRAIL CONTINUATION INSET 1"=30' TNH 950.37 EN G L I S H A V E N U E 155TH STREET WEST ENTERTAINMENT ±46,200 SF LOT ±7.10 AC FUTURE DEVELOPMENT 9 2 5 9 3 0 9 3 5 9 4 0 945 950 950 9 2 3 9 2 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 9 4 3 944 94 4 9 4 4 946 947 948 949 949 951 951 945 950 944 946947 94 8 94 9 95 1 9 4 5 945 945 9 4 4 9 4 6 9 4 7 94 5 94 3 94 4 94 6 94 7 946 94 6 946 94 7 9 3 0 935 940 931 932 933 934 936 937 938 939 941 9 4 2 9 4 3 94 3 9 4 4 9 4 4 945 950 950 944 946 947 948 949 95 1 95 1 945 945944 94 4 946 946 9 4 5 94 5 9 4 6 94 7 945 94 4 946 946 94 6 9 4 6 9 4 7 947 943 1.95% 2. 8 2 % 4. 4 5 % 4.7 4 % 4.5 1 % 2.5 6 % 4. 1 7 % 1.50% 1.50% 2.0 4 % 2. 5 0 % 2.50 % 3. 3 6 % 8 . 3 7 % 2.4 3 % 1.1 9 % 1 . 9 6 % 2. 1 0 % 2 . 5 5 % 1. 7 8 % 1.5 1 % 2.11% 2.17% 2.14% 2.25% 1.86 % 3.21 %2.6 2 % 1. 9 2 % 1. 9 1 % 3 . 0 1 % 5. 9 5 % 4. 4 6 % 1 . 9 9 % 1.75% 7.15% 2.41% 4.25% 1.77% 3 . 6 5 % 1 . 8 0 % 1 . 5 5 % 9 4 4 943 1.57% 4 . 0 9 % 1 5 . 9 8 % 4 . 6 2 % 9.81% SILT FENCE (TYP.) - OFFSET 2' FOR CLARITY BIOROLL (TYP.) - OFFSET 2' FOR CLARITY ROCK CONSTRUCTION ENTRANCE ROCK CONSTRUCTION ENTRANCE GRADING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) BIOROLL (TYP.) - OFFSET 2' FOR CLARITY BIOROLL (TYP.) - OFFSET 2' FOR CLARITY SILT FENCE (TYP.) - OFFSET 2' FOR CLARITY BIOROLL (TYP.) - OFFSET 2' FOR CLARITY 94 1 9 4 2 2.50 % 2.18% PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 2 C301 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 2 P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 0 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND EROSION CONTROL BLANKET NORTH Know what'sbelow. before you dig.Call AREA SUMMARY TOTAL PROPERTY AREA 7.10 AC EXISTING IMPERVIOUS AREA 0.20 AC EXISTING PERVIOUS AREA 6.90 AC PROPOSED IMPERVIOUS AREA 5.27 AC PROPOSED PERVIOUS AREA 1.83 AC TOTAL DISTURBED AREA 6.03 AC PHASE II BMP QUANTITIES SILT FENCE ±1,000 LF ROCK CONSTRUCTION ENTRANCE 2 EA BIO ROLL ±400 LF INLET PROTECTION 5 EA SEE INSET FOR TRAIL CONTINUATIONTRAIL CONTINUATION INSET 1"=30' LP LP LP LPLPLPTNH 950.37LP 24 . 6 ' 24 . 3 ' 10 . 2 ' 31 . 6 ' EXISTING MAGELLAN GAS PIPELINE EASEMENT EXISTING MAGELLAN GAS PIPELINE A A A B B B B BBBB C C C C C C F F G H H H H I I I I I I I I I I J J I I I I I I I I I I I I K K K DD D D D E E E E E E EE L LL L L L L L L L L L L L L M M N N NN GG G 30.0' 18 . 5 ' 24 . 0 ' 20 . 0 ' 20 . 0 ' 24 . 0 ' 18 . 5 ' 8. 5 ' 6.0' 6. 0 ' 18.5'24.0'20.0'20.0'24.0'18.5'8.7' 9.0' 24 . 0 ' 24 . 0 ' 18 . 5 ' 9.0' 9. 0 ' 24 . 0 ' 10.0' 6.0' EXISTING MAGELLAN GAS PIPELINE EASEMENT 94 . 0 ' C P Q N N N N M M F PROPOSED TRAIL EASEMENT PROPOSED TRAIL EASEMENT 17.0' 22.5' H H H H H H EXISTING 5' D&U EASEMENT PROPOSED 5' D&U EASEMENT PROPOSED 5' D&U EASEMENT EXISTING 30' D&U EASEMENT TEMPORARY ASPHALT CURB PROPOSED TRANSFORMER R R 18.5'24.0'20.0'20.0'24.0'18.5' 6.0' R15.0' R15.0' R15.0' R15.0' R8.0' R6.0' R6.0' R6.0' R8.0' R45.0'R45.0' R5.0' R15.0' PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF PROPOSED PATIO ±51,000 SF R R R R Q Q Q Q P P M M M M M M N N N N N A A A A A C C O O N N N N 155TH ST. W. EN G L I S H A V E . PROPOSED 20' D&U EASEMENT PROPOSED 20' D&U EASEMENT 6. 1 ' 13 . 2 ' PROPOSED MONUMENT SIGN K CONNECT TO EXISTING CITY SIDEWALK Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 0 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call R NORTH LEGEND PR E P A R E D F O R SI T E P L A N C400 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK PAVEMENT SEE DETAILS FOR SECTION ASPHALT TRAIL SEE DETAILS FOR SECTION SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. KEYNOTE LEGEND CONCRETE SIDEWALK ACCESSIBLE PARKING STALL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN RETAINING WALL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS COMMERCIAL DRIVEWAY APRON CITY TRAIL ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) FLAT CURB TRANSITION CURB SURMOUNTABLE CURB STOP BAR & STOP SIGN CROSSWALK BOLLARD A B C D E F G H I J K L M N O P Q R SEE INSET FOR TRAIL CONTINUATIONTRAIL CONTINUATION INSET 1"=30' LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R: 9 4 6 . 1 7 R:946.37 R: 9 4 4 . 2 5 R:944.70 R: 9 4 3 . 3 2 24" STUB IE:931.85 24" STUB IE:930.80 945 94 5 94 6 9 4 6 94 6 945945 94 5 9 4 5 950 9 4 4 944 94 4 94 4 94 6 9 4 6 94 6 946 94 7 94 7 94 7 94 7 948 949 945 950 950 944 946 947 948 94 9 949 945 950 950 943 944 946 947 948 949 951 951 945 94 4 946 9 4 6 9 4 7 947 94 5 9 4 6 9 4 7 945 946 947 D D D D D D ST-100 ST-101 ST-102 ST-204 ST-203 ST-202 ST-201 ST-205 ST-103 ST-200 ST-104 RD-1 DT-3 DT-2 DT-1 EX-STUB-1 GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) 93 5 9 4 0 94 5 94 5 94 5 931 932 933 934 93 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 9 4 3 9 4 4 94 6 94 6 946 94 7 94 7 9 2 5 93 0 93 5 94 0 9 2 4 9 2 6 9 2 7 9 2 8 92 9 93 1 93 2 93 3 93 4 93 6 93 7 93 8 93 9 94 1 94 2 94 3 945 950 950 9 4 3 94 3 94 4 946 947 948 949 9 4 9 951 951 950 946 947 948 949 95 1 94 5950 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 94 9 95 1 94 5 9 4 4 9 4 6 9 4 5 94 5 945 944 9 4 4 946 94 5 94 5 94 5 94 2 942 94 3 94 3 9 4 3 94 4 94 4 94 4 94 6 94 5 9 4 5 9 4 1 9 4 2 9 4 3 9 4 4 94 6 94 6 947 94 7 ME:949.42 ME:947.75 ME:951.22 ME:951.04 ME:950.57 ME:947.55 ME:944.56 ME:943.89 ME:942.73 ME:942.81 ME:944.09 ME:944.06 ME:945.37 ME:945.66 ME:946.43 ME:946.90 ME:947.07 ME:946.03 ME:947.87 ME:943.35 ME:943.90 ME:943.35 ME:942.76 ME:943.23 ME:942.39 ME:941.48 ME:942.26 ME:951.47 TW:944.18 TW:944.00 TW:943.94 TW:944.08 TW:944.22 TW:943.94 BW:944.22 BW:943.62 BW:942.60 BW:942.45 BW:942.51 BW:943.98 949.98 949.88 951.40 951.25 942.30 942.15 942.30 942.15 943.72 943.55 942.68 942.53 947.36 947.36 947.36 947.36 947.28 946.97 946.67 947.36 947.30 947.36947.33 946.84 946.85 947.32 947.36 947.26 947.26 947.26 TW:947.26 BW:944.35 TW:947.26 BW:944.35 TW:947.26 BW:944.35 TW:947.26 BW:944.33 946.80 943.49 945.90 946.04 945.57 945.48 945.58 945.53946.76 944.29 944.42 944.21 944.28 943.93 943.93 942.73 946.92 946.92 946.92 946.92 946.92 946.92 946.92 946.43 946.90 946.48 946.48 946.48 946.48 946.48 946.48 944.20 947.41 945.52 945.83 T/G:949.77 T/G:948.63 T/G:946.75 T/G:946.75 T/G:947.25 T/G:947.25 T/G:947.25 T/G:947.25 T/G:945.62T/G:945.45 T/G:945.88 T/G:946.47 T/G:945.89 T/G:944.29 T/G:944.26 G:949.49 G:948.36 G:949.52G:950.04 G:951.12 G:951.11 G:949.00 G:949.80 G:947.55 G:945.26 G:943.75 G:947.53 G:945.35 G:946.72 G:946.75 G:946.75 G:947.59 G:943.90 G:946.75 G:946.35 G:946.35 G:946.75 G:945.72 G:944.72 G:944.87 G:944.22 G:946.75 G:946.78 G:946.75 G:946.60 G:945.97 G:946.09 G:946.75G:946.76G:946.79 G:946.80 G:944.67 G:946.01 G:945.72 G:945.73 G:945.57 G:945.23 G:944.95 G:943.63 G:944.14 G:944.41 G:944.59 G:944.40 G:944.38 G:944.06 G:943.52 G:943.17 G:943.37 G:943.47 G:943.78 G:945.92 G:946.41 G:946.12 G:946.31 G:946.43 G:945.83 8 . 1 6 % 5.3 0 % 3.5 3 % 3.26% 5.86% 2. 5 0 % 2.3 0 % 2. 1 8 % 1.50% 1.50% 3. 8 4 % 4.7 4 % 4.5 1 % 3. 8 6 % 4. 2 3 % 4. 8 2 % 5. 8 2 % 5. 7 8 % 6. 0 1 % 1 . 9 9 % 4. 1 1 % 2 . 0 1 % 4 . 2 0 % 2 . 3 7 % 4 . 9 2 % 1. 9 0 % 1. 8 7 % 2. 4 2 % 2. 1 7 % 1. 5 0 % 2. 2 7 % 1. 9 2 % 2. 3 0 % 2.6 2 % 2.39% 2.18% 2.21% 2.07 % 2.32% 2.7 5 % 2.16% 1. 6 8 % 1.5 7 % 1.8 6 % 2 . 9 4 % 1 . 5 9 % 2. 9 0 % 3.30% 1. 1 4 % 0.95% 2.83% 2.69% 1.73% 2.07% 1.53% 4 . 0 9 % 1. 9 2 % 2.4 6 % 1.80% 1.80% 1.32% 1.25% 1.49% 1 . 1 0 % 1.30% 1. 1 1 % PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36PROPOSED PATIO ±51,000 SF 155TH ST. W. EN G L I S H A V E . 947.36 946.86 946.89 947.36 94 5 94 1 9 4 1 94 2 94 3 94 4 94 6 94 7 ME:943.72 ME:941.15 ME:941.00 ME:940.43 941.64 941.47 2.3 0 % 2.15% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 1 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R GR A D I N G P L A N C500 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 ## # # # # # # AC L MJ B WD M RETAINING WALL NOTES 1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. SEE INSET FOR TRAIL CONTINUATIONTRAIL CONTINUATION INSET 1"=30' D LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R:946.37 R:944.70 R: 9 4 3 . 3 2 24" STUB IE:931.85 24" STUB IE:930.80 D D D D D D GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36PROPOSED PATIO ±51,000 SF 155TH ST. W. EN G L I S H A V E . 945 94 5 94 2 9 4 3 9 4 4 94 4 94 6 946 947 94 7 945 9 5 0 9 5 0 946 947 948 949 949 951 951 945 945 95 0 950 944 944 946 946 947 947 948 948 949 949 945 945945 9 4 5 9 4 4 94 4 94 4 9 4 6 94 6 94 7 94 7 9 4 5 943 94 4 9 4 6 9 4 7 945 94 4 946 9 4 6946 94 6 9 4 6 9 4 7 947 947 947 94 5 94 5 94 5 945 94 5 945 950 950 942 94 2 94 3 9 4 3 94 4 9 4 4 9 4 4 944 9 4 6 94 6946 94 6 946 9 4 7 947 947 948 949 949 951 951 94 5 94 5 950 950 944 9 4 4 946 94 6 946 9 4 6 947 9 4 7 948 9 4 8 949 94 9 95 1 94 5 950 94 3 94 4 946 947 948 949 951 9 3 5 9 4 0 9 4 5 95 0 93 1 93 2 93 3 9 3 4 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 949 94 5 94 4 946 9 4 5 94 6946 ST-100 RE:946.27 IE:932.64 E IE:941.08 N IE:932.14 S ST-101 RE:946.22 IE:935.03 NE IE:935.03 W ST-102 RE:944.66 IE:935.70 N IE:935.70 SW ST-204 RE:944.16 IE:939.28 N IE:939.26 E IE:939.28 S ST-203 RE:944.14 IE:938.51 N IE:939.26 E IE:938.51 S ST-202 RE:944.14 IE:937.65 N IE:939.26 E IE:937.15 S ST-201 RE:944.10 IE:936.77 N IE:936.77 SE ST-205 RE:943.42 IE:939.92 S ST-103 RE:943.64 IE:938.78 NW IE:938.53 S ST-200 OUTSIDE DROP RE:943.49 IE:936.32 NW IE:930.80 S ST-104 RE:943.16 IE:939.66 SE RD-1 IE:941.36 S DT-3 IE:939.33 W DT-2 IE:939.33 W DT-1 IE:939.33 W EX-STUB-1 IE:931.85 N IE:931.85 S 80 LF - 15" HDPE @ 1.10% 259 LF - 18" HDPE @ 1.10% 60 LF - 18" HDPE @ 1.10% 219 LF - 18" HDPE @ 1.10% 26 LF - 24" HDPE @ 1.10% 28 LF - 18" HDPE @ 1.00% 64 LF - 18" HDPE @ 1.00% 78 LF - 18" HDPE @ 1.00% 86 LF - 18" HDPE @ 1.00% 38 LF - 24" HDPE @ 1.00% 46 LF - 24" HDPE @ 1.00% 7 LF - 15" HDPE @ 1.00% 7 LF - 15" HDPE @ 1.00% 7 LF - 15" HDPE @ 1.00% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 1 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) Know what'sbelow. before you dig.Call R PR E P A R E D F O R ST O R M S E W E R PL A N C501 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 ## # # # # # # AC L MJ B WD M STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. D LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R: 9 4 6 . 1 7 R:946.37 R: 9 4 4 . 2 5 R:944.70 R: 9 4 3 . 3 2 24" STUB IE:931.85 24" STUB IE:930.80 GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36PROPOSED PATIO ±51,000 SF 155TH ST. W. EN G L I S H A V E . EXISTING MAGELLAN GAS PIPELINE EXISTING MAGELLAN GAS PIPELINE EASEMENT 94 . 0 ' EXISTING 5' D&U EASEMENT PROPOSED 5' D&U EASEMENT PROPOSED 5' D&U EASEMENT EXISTING 30' D&U EASEMENT PROPOSED TRANSFORMER CO D D D D D D SS-103 8"x6"WYE W/ CLEANOUT RE:946.69 IE:939.28 W IE:939.28 N IE:939.28 E SS-102 SSWR MH RE:945.91 IE:938.37 W IE:938.37 NE SS-100 SSWR MH OUTSIDE DROP RE:945.52 IE:934.85 SW IE:925.02 E SS-105 BLDG SERVICE IE:939.60 S SS-104 CONNECT TO GREASE TRAP RE:940.09 IE:939.36 E 4 LF - 8" PVC @ 2.00% 176 LF - 8" PVC @ 2.00% 46 LF - 8" PVC @ 2.00% 16 LF - 6" PVC @ 2.00% PROPOSED GREASE TRAP. REF. PLANS BY OTHERS FOR DETAILS HYDRANT COVERAGE RADIUS (TYP.) HYDRANT COVERAGE RADIUS (TYP.) CONNECT TO EXISTING 12" WATER STUB WITH 12x8 REDUCER 14.8' 10 . 0 ' 8" 45° BEND GAS SERVICE 8" WATERMAIN 8x6 TEE 8" GATE VALVE 8" WATERMAIN 8" 45° BEND 2" DOM. WATER SERVICE 6" FIRE WATER SERVICE 6" 45° BEND 2" DOM. WATER SERVICE 6" FIRE WATER SERVICE 6" GATE VALVE 2" CORP. STOP SPLIT DOM. AND FIRE WATER SERVICE ELECTRIC SERVICE TELECOMM SERVICE 8x6 TEE 6" GATE VALVE 8" GATE VALVE 8" STUB/PLUG HYDRANT CONNECT GAS IN ENGLISH AVE. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION CONNECT COMM IN ENGLISH AVE. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION CONNECT POWER IN ENGLISH AVE. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION PROPOSED 20' D&U EASEMENT 12x6 TEE 6" GATE VALVE HYDRANT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 1 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call R PR E P A R E D F O R UT I L I T Y P L A N C600 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 ## # # # # # # AC L MJ B WD M UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C-150 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) BOULDER (TYP.) A B C D E F G ENTERTAINMENT ±46,200 SF LOT ±7.10 AC FUTURE DEVELOPMENT SYMBOL COMMON NAME BOTANICAL NAME CONIFEROUS TREE EASTERN RED CEDAR JUNIPERUS VIRGINIANA WHITE PINE PINUS STROBUS ORNAMENTAL TREE AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` QUAKING ASPEN POPULUS TREMULOIDES OVERSTORY TREE AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE` BURR OAK QUERCUS MACROCARPA AMERICAN SENTRY® LINDEN TILIA AMERICANA 'MCKSENTRY' SKINNY GENES® OAK QUERCUS X BIMUNDORUM 'JFS-KW2QX' NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS SKYLINE HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' SHRUBS GARDEN GLOW™ DOGWOOD CORNUS HESSEI 'UMN970507' LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' TRAUTMAN JUNIPER JUNIPERUS CHINENSIS 'TRAUTMAN' DARK GREEN SPREADER YEW TAXUS X MEDIA 'DARK GREEN SPREADER' CONIFEROUS SHRUBS MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD` DECIDUOUS SHRUBS GREEN VELVET BOXWOOD BUXUS X 'GREEN VELVET' DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW` SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM` INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA' ORNAMENTAL GRASSES GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA 'AUREOLA' KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA FLAME GRASS MISCANTHUS X 'PURPURASCENS' RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA 'SKYRACER' SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS 'SILBERFEDER' PERENNIALS MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM` WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' MONTROSE WHITE CALAMINT CALAMINTHA NEPETA 'MONTROSE WHITE' NARROW LEAF BLUE STAR AMSONIA HUBRICHTII BLUE MOUSE EARS HOSTA HOSTA X 'BLUE MOUSE EARS' WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN' PERENNIALS AUTUMN JOY SEDUM SEDUM X `AUTUMN JOY` LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA 'LITTLE HENRY' KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' SEED MIXES / SOD RESIDENTIAL TURFGRASS SEED MIX (MNDOT)RESIDENTIAL TURFGRASS SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX KENTUCKY BLUEGRASS POA PRATENSIS PLANT KEY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 1 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call PR E P A R E D F O R LA N D S C A P E P L A N L100 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N CF K CF K RA H NORTH REQUIRED LANDSCAPE COST: $237,500 (2.5% CONSTRUCTION) = $9,500,000 * 0.025 ESTIMATED LANDSCAPE COST: $XXX,XXX (X.XX% CONSTRUCTION) REQUIRED PARKING LOT LANDSCAPE:2,160 S.F. (2% PARKING LOT) = 107,990 S.F. * 0.02 PROVIDED PARKING LOT LANDSCAPE:5,870 S.F. / 5.4% REQUIRED PARKING LOT TREES:15 TREES = 2,160 S.F. / 150 S.F. PROVIDED PARKING LOT TREES:20 TREES REQUIRED SCREENING:AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING SHALL BE SCREENED FROM ALL PUBLIC STREETS AND ADJOINING PROPERTIES. PROVIDED SCREENING:SCREENING SHOWN AROUND TRASH ENCLOSURES, EXTERIOR MECHANICAL EQUIPMENT, AND PARKING AREAS. LANDSCAPE SUMMARY LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) BOULDER (TYP.) A B C D E F G EN T E R T A I N M E N T ±4 6 , 2 0 0 S F LO T ±7 . 1 0 A C SHRUBS GARDEN GLOW™ DOGWOOD CORNUS HESSEI 'UMN970507' LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' TRAUTMAN JUNIPER JUNIPERUS CHINENSIS 'TRAUTMAN' DARK GREEN SPREADER YEW TAXUS X MEDIA 'DARK GREEN SPREADER' CONIFEROUS SHRUBS MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD` DECIDUOUS SHRUBS GREEN VELVET BOXWOOD BUXUS X 'GREEN VELVET' DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW` SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM` INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA' ORNAMENTAL GRASSES GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA 'AUREOLA' KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA FLAME GRASS MISCANTHUS X 'PURPURASCENS' RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA 'SKYRACER' SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS 'SILBERFEDER' PERENNIALS SYMBOL COMMON NAME BOTANICAL NAME PLANT KEY PERENNIALS MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM` WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' MONTROSE WHITE CALAMINT CALAMINTHA NEPETA 'MONTROSE WHITE' NARROW LEAF BLUE STAR AMSONIA HUBRICHTII BLUE MOUSE EARS HOSTA HOSTA X 'BLUE MOUSE EARS' WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN' PERENNIALS AUTUMN JOY SEDUM SEDUM X `AUTUMN JOY` LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA 'LITTLE HENRY' KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' SEED MIXES / SOD RESIDENTIAL TURFGRASS SEED MIX (MNDOT)RESIDENTIAL TURFGRASS SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX KENTUCKY BLUEGRASS POA PRATENSIS SYMBOL COMMON NAME BOTANICAL NAME Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 2 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LANDSCAPE ENLARGEMENT SCALE: 1"=10'1 PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T L101 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N XX X XX X XX X NO R T H LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) BOULDER (TYP.) A B C D E F G SHRUBS GARDEN GLOW™ DOGWOOD CORNUS HESSEI 'UMN970507' LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' TRAUTMAN JUNIPER JUNIPERUS CHINENSIS 'TRAUTMAN' DARK GREEN SPREADER YEW TAXUS X MEDIA 'DARK GREEN SPREADER' CONIFEROUS SHRUBS MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD` DECIDUOUS SHRUBS GREEN VELVET BOXWOOD BUXUS X 'GREEN VELVET' DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW` SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM` INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA' ORNAMENTAL GRASSES GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA 'AUREOLA' KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA FLAME GRASS MISCANTHUS X 'PURPURASCENS' RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA 'SKYRACER' SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS 'SILBERFEDER' PERENNIALS SYMBOL COMMON NAME BOTANICAL NAME PLANT KEY PERENNIALS MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM` WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' MONTROSE WHITE CALAMINT CALAMINTHA NEPETA 'MONTROSE WHITE' NARROW LEAF BLUE STAR AMSONIA HUBRICHTII BLUE MOUSE EARS HOSTA HOSTA X 'BLUE MOUSE EARS' WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN' PERENNIALS AUTUMN JOY SEDUM SEDUM X `AUTUMN JOY` LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA 'LITTLE HENRY' KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' SEED MIXES / SOD RESIDENTIAL TURFGRASS SEED MIX (MNDOT)RESIDENTIAL TURFGRASS SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX KENTUCKY BLUEGRASS POA PRATENSIS SYMBOL COMMON NAME BOTANICAL NAME Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 2 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LANDSCAPE ENLARGEMENT SCALE: 1"=10'1 PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T L102 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N XX X XX X XX X NO R T H LANDSCAPE LEGEND EDGER (TYP.) STEEL EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) BOULDER (TYP.) A B C D E F G SHRUBS GARDEN GLOW™ DOGWOOD CORNUS HESSEI 'UMN970507' LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY' TRAUTMAN JUNIPER JUNIPERUS CHINENSIS 'TRAUTMAN' DARK GREEN SPREADER YEW TAXUS X MEDIA 'DARK GREEN SPREADER' CONIFEROUS SHRUBS MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD` DECIDUOUS SHRUBS GREEN VELVET BOXWOOD BUXUS X 'GREEN VELVET' DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW` SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM` INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5' DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA' ORNAMENTAL GRASSES GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA 'AUREOLA' KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA FLAME GRASS MISCANTHUS X 'PURPURASCENS' RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA 'SKYRACER' SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS 'SILBERFEDER' SYMBOL COMMON NAME BOTANICAL NAME PLANT KEY PERENNIALS MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM` WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE' MONTROSE WHITE CALAMINT CALAMINTHA NEPETA 'MONTROSE WHITE' NARROW LEAF BLUE STAR AMSONIA HUBRICHTII BLUE MOUSE EARS HOSTA HOSTA X 'BLUE MOUSE EARS' WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW' PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN' PERENNIALS AUTUMN JOY SEDUM SEDUM X `AUTUMN JOY` LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA 'LITTLE HENRY' KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL' SEED MIXES / SOD RESIDENTIAL TURFGRASS SEED MIX (MNDOT)RESIDENTIAL TURFGRASS SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX KENTUCKY BLUEGRASS POA PRATENSIS SYMBOL COMMON NAME BOTANICAL NAME Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 2 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LANDSCAPE ENLARGEMENT SCALE: 1"=10'1 PR E P A R E D F O R LA N D S C A P E EN L A R G E M E N T L103 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N XX X XX X XX X NO R T H SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. CONIFEROUS TREE ERC 3 EASTERN RED CEDAR JUNIPERUS VIRGINIANA B & B 6` HT. WHP 2 WHITE PINE PINUS STROBUS B & B 8` HT. ORNAMENTAL TREE ALS 1 AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`B & B QUA 18 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. OVERSTORY TREE ABM 8 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 2.5" CAL. BUR 1 BURR OAK QUERCUS MACROCARPA 6` HT.2.5" CAL. LIN 16 AMERICAN SENTRY® LINDEN TILIA AMERICANA 'MCKSENTRY'B & B 2.5" CAL. OAK 14 SKINNY GENES® OAK QUERCUS X BIMUNDORUM 'JFS-KW2QX'#20 CONT. QUE 3 NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS B & B 2.5" CAL. SHL 7 SKYLINE HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE'B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING SHRUBS GLO 7 GARDEN GLOW™ DOGWOOD CORNUS HESSEI 'UMN970507'#5 CONT.4` O.C. LDN 5 LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'#2 CONT.3` O.C. TRT 10 TRAUTMAN JUNIPER JUNIPERUS CHINENSIS 'TRAUTMAN'B&B 6` HT YEW 6 DARK GREEN SPREADER YEW TAXUS X MEDIA 'DARK GREEN SPREADER'#2 CONT.4` O.C. CONIFEROUS SHRUBS MDR 38 MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA'B&B 6` HT MNY 36 MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI'#5 CONT.5` O.C. TCH 22 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY'B&B 6` HT WBM 9 MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD`#5 CONT.3` O.C. DECIDUOUS SHRUBS BUX GRV 5 GREEN VELVET BOXWOOD BUXUS X 'GREEN VELVET'#5 CONT.2.5` O.C. DBH 16 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.3` O.C. GLS 6 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. SEM 6 SEM FALSESPIREA SORBARIA SORBIFOLIA `SEM`#5 CONT.3` O.C. WEE 21 INVINCIBELLE® WEE WHITE HYDRANGEA HYDRANGEA ARBORESCENS 'NCHA5'#2 CONT.2.5` O.C. WIL 122 DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA'#2 CONT.4` O.C. PLANT SCHEDULE ORNAMENTAL GRASSES HAK 48 GOLDEN JAPANESE FOREST GRASS HAKONECHLOA MACRA 'AUREOLA'#1 CONT.16" O.C. KOR 82 KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA #1 CONT.1.5` O.C. MIS 6 FLAME GRASS MISCANTHUS X 'PURPURASCENS'#1 CONT.3` O.C. OCT 8 RED OCTOBER BIG BLUESTEM ANDROPOGON GERARDII 'RED OCTOBER'#1 CONT.2` O.C. PDS 24 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.18" O.C. SKY 19 SKYRACER MOOR GRASS MOLINIA CAERULEA ARUNDINACEA 'SKYRACER'#1 CONT.18" O.C. SLV 17 SILVER FEATHER MISCANTHUS GRASS MISCANTHUS SINENSIS 'SILBERFEDER'#1 CONT.2.5` O.C. PERENNIALS ALL 23 MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM`#1 CONT.1.5` O.C. AST 25 WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE'#1 CONT.16" O.C. AST 18 WOOD'S BLUE ASTER ASTER DUMOSUS 'WOOD'S BLUE'#1 CONT.2` O.C. CAL 12 MONTROSE WHITE CALAMINT CALAMINTHA NEPETA 'MONTROSE WHITE'#1 CONT.18" O.C. HBR 24 NARROW LEAF BLUE STAR AMSONIA HUBRICHTII #1 CONT.2` O.C. HOS 42 BLUE MOUSE EARS HOSTA HOSTA X 'BLUE MOUSE EARS'#1 CONT.10" O.C. NEP WAL 27 WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.18" O.C. PBS 3 PRAIRIE BLAZING STAR LIATRIS PYCNOSTACHYA #1 CONT 12" HT 12" SPR 18" O.C. PRV 12 RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 6 PK 24" O.C. RBS 8 RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN'#1 CONT.1.5` O.C. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CTNR.SPACING PERENNIALS AJ 257 AUTUMN JOY SEDUM SEDUM X `AUTUMN JOY`#1 CONT 18" O.C. BE 28 LITTLE HENRY CONEFLOWER RUDBECKIA SUBTOMENTOSA 'LITTLE HENRY'#1 CONT.20" O.C. KF 261 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`#1 CONT 24" O.C. LB 108 BLUE HEAVEN® LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA'#1 CONT.18" O.C. PD 136 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT 18" O.C. SW 177 HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.18" O.C. SEED MIXES / SOD RT 4,999 SF RESIDENTIAL TURFGRASS SEED MIX (MNDOT)RESIDENTIAL TURFGRASS SEED SAV 49,880 SF SAVANNA GRAMINOIDS & FORBS SEED MIX SAVANNA SEED MIX SEED SOD 15,170 SF KENTUCKY BLUEGRASS POA PRATENSIS SOD Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 2 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R LA N D S C A P E SC H E D U L E L104 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N XX X XX X XX X DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 2 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, BUFF LIMESTONE, RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PRE-EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE NEW SYSTEM TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN / FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, EPA WATERSENSE APPROVED CONTROLLER, AND PRESSURE-REGULATED HEADS. SHRUB / PERENNIAL BEDS TO USE DRIP IRRIGATION. PROVIDE TEMPORARY IRRIGATION TO NATIVE SEEDED AREAS ON SEPARATE ZONE FOR ESTABLISHMENT. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L105 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N CF K CF K RA H COMPACTED SUBGRADE 29'-6" SAND VOLLEYBALL COURT 59'-0" 29'-6" 36'-0" 2'-6" 1'-6"1'-0" 10" DIA. 3'-6" 4" 8" UNDERDRAIN, SEE CIVIL PLANS 6 OZ NON-WOVEN GEOTEXTILE FILTER FABRIC EDGER TYP. COMPACTED AGGREGATE BASE USAV STANDARD VOLLEYBALL COURT SAND REGULATION HEIGHT NET POST WITH CONCRETE FOOTING LIGHT BLUE VOLLEYBALL TAPE BOUNDARY MARKER, TYP. USAV STANDARD VOLLEYBALL NET EDGE RESTRAINT NOTE: INSTALL NET AND POST PER MANUFACTURER'S SPECIFICATION. USAV STANDARD VOLLEYBALL POST USAV STANDARD VOLLEYBALL POST 2'-6"2'-11"3'-25 8"1'-0" COMPACTED SUBGRADE 8" UNDERDRAIN, SEE CIVIL PLANS 6 OZ NON-WOVEN GEOTEXTILE FILTER FABRIC COMPACTED AGGREGATE BASE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G F e b r u a r y 1 8 , 2 0 2 5 - 3 : 0 3 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R LA N D S C A P E DE T A I L S L106 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N CF K CF K RA HSAND VOLLEYBALL COURT SCALE: N.T.S.L1066 NOTES: 1.CONTRACTOR TO SUBMIT SAMPLES OF ALL MATERIALS A MINIMUM OF TWO WEEKS PRIOR TO INSTALLATION FOR OWNER / LANDSCAPE ARCHITECT REVIEW. BOCCE BALL COURT SCALE: N.T.S.L1065 PERFORMX PRO SYNTHETIC TURF - REFER SPECS CONCRETE CURB - MIN 4" ABOVE TURF NON-WOVEN FILTER FABRIC VERSATILE 2" GRAVEL FINES COMPACTED SUBGRADE 4-6" CLEAR AGGREGATE BASE COMPOSITE OR PRESSURE TREATED BOARD LP LP LP LPLPLPTNH 950.37LP EN G L I S H A V E FUTURE DEVELOPMENT PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF PROPOSED PATIO ±51,000 SF 155TH ST. W. EN G L I S H A V E . 21 2 . 8 ' 167.6' 32 . 7 ' 253.2' 36.2' 80 . 0 ' 48.7 ' 8. 0 ' 13 . 8 ' 13 . 5 ' 40.1' 21 3 . 4 ' Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ E x h i b i t s \ 2 0 2 5 - 0 3 1 2 S i t e P l a n f o r P D C a l c u l a t i o n s \ C 4 - S I T E P L A N . d w g M a r c h 1 2 , 2 0 2 5 - 4 : 3 8 p m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call R NORTH PR E P A R E D F O R SE T B A C K E X H I B I T EX-1 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M PATIO ±1,950 SF RESTAURANT ±7,150 SF LOT ±2.23 AC SCHULER SHOES 117A143A 157TH STREET WEST EN G L I S H A V E N U E EN G L I S H A V E N U E 155TH STREET WEST ENGLISH AVENUE OU T L O T D OU T L O T B OU T L O T C FE S 6 0 ' ' 93 0 . 5 4 5 5 5 5 5 5 5 5 30 30 30 30 20 20 20 20 20 20 20 20 20 2 0 20 2 0 20 20 20 20 20 20 20 101055 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 LB A P P L E V A L L E Y L L C PI D 0 1 4 4 4 2 0 0 1 0 2 0 LB A P P L E V A L L E Y L L C PI D 0 1 4 4 4 2 0 0 1 0 1 0 OR C H A R D P L A C E 2 0 2 1 L L C PI D 0 1 5 8 9 1 0 1 0 3 0 OR C H A R D P L A C E L S 2 0 2 4 L L C PI D 0 1 5 5 8 9 1 0 1 0 2 0 CO U N T Y O F D A K O T A PI D 0 1 5 5 8 9 1 0 0 0 2 0 CI T Y O F A P P L E V A L L E Y PI D 0 1 5 5 8 9 1 0 0 0 3 0 RO C K P O R T L L C PI D 0 1 5 5 8 9 1 0 0 0 4 0 EX I S T I N G S A N I T A R Y S E W E R EX I S T I N G S A N I T A R Y S E W E R E X I S T I N G S A N I T A R Y S E W E R EXISTING WATERMAIN EX I S T I N G W A T E R M A I N E X I S T I N G W A T E R M A I N EXI S T I N G S T O R M S E W E R E X I S T I N G S T O R M S E W E R EXISTING STORM SEWER EXISTING STORM SEWER EXIS T I N G S T O R M S E W E R B-9 B-10 B- 1 1 B- 1 5 B- 1 5 B- 1 5 B- 1 5 B-15 DR A I N A G E & UT I L I T Y E A S E M E N T PE R R E C O R D E D P L A T B-15 B-15 BI T U M I N O U S S U R F A C E BITUMINOUS SURFACE BIT U M I N O U S S U R F A C E BITUMINOUS SURFACE BI T U M I N O U S S U R F A C E BITUMINOUS SURFACE BI T U M I N O U S T R A I L BITUMINOUS TRAIL BITUMINOUS TRAIL BIT U M I N O U S T R A I L BITUMINO U S T R A I L BITU M I N O U S T R A I L GR A V E L S U R F A C E GR A V E L S U R F A C E GRAVEL SURFACE GRAVEL SURFACE 3 0 3 0 3 0 30 30 B- 1 9 B- 1 8 B-18 TNH 940.42 TNH 947.00 TNH 952.02 TNH 951.86 TNH950.37 TN H 94 7 . 2 9 TN H 94 8 . 5 3 DYH DYH DYHDYH D YH D YH D Y H R:943.13R:943.11R:942.45R:942.59R:945.92R:946.04R:949.38R:949.73R:949.90 R:942.76R:946.41R:946.30 R:943.22 R:942.65R:942.64R:946.02R:949.36 R:946.37 R:944.65 R:944.1 1 R : 9 4 4 . 3 2 R: 9 4 4 . 0 1 R: 9 4 5 . 9 6 R:944.66 R : 9 4 5 . 4 3 R: 9 4 8 . 1 7 R:948.51 R: 9 3 4 . 4 6 R:934.74 R:944.70 R: 9 4 3 . 3 2 FE S 4 2 " 93 0 . 5 8 FES 15" 929.76 R: 9 4 5 . 9 1 STST ST ST ST ST ST ST ST ST ST ST R: 9 4 6 . 1 7 R: 9 4 4 . 2 5 R: 9 4 5 . 4 6 R: 9 4 4 . 6 6 R:948.78 R:945.34 R:945.48 S S S S S S S SET MAG NAIL SE T M A G N A I L SET MA G N A I L SET M A G N A I L SET M A G N A I L SE T M A G N A I L SET IP 104104 50 50100 FD IP FD I P #1 9 0 8 6 FD I P #1 9 0 8 6 FD I P FD I P FD M A G N A I L FD MAG NAIL FD I P #1 9 0 8 6 FD I P FD I P #1 9 0 8 6 LP LP LPLPLPELPLP LP LP LP LP GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N BA L L R E T U R N GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N BA L L R E T U R N GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N BA L L R E T U R N GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N BA L L R E T U R N GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N DN GU T T E R GU T T E R GU T T E R GU T T E R BA L L R E T U R N UP A3.01 3 A3.02 2 A3.02 3 A3.01 2 J 1 HGFEDB 2 3 4 5 6 8 7 A PARTY RM #1PARTY RM #2 ARCADEDUCK PIN SOCIAL BANQUET #1 BANQUET #2 BAR BAR AX THROW LANES AX THROW LOUNGE VIP BOWLING LOUNGE VIP LANES OPEN BOWL LOUNGE OPEN BOWL LANES "KIDS" ENTRY VOLLEYBALL COURT #1 VOLLEYBALL COURT #2 VOLLEYBALL COURT #3 VOLLEYBALL COURT #4VOLLEYBALL COURT #5 VOLLEYBALL COURT #6 VOLLEYBALL COURT #7 VOLLEYBALL COURT #8 VOLLEYBALL COURT #9 BOCCE COURT #1 BOCCE COURT #2 BOCCE COURT #3 BOCCE COURT #4 BAGS COURTS (#1-6) MAINTENANCE BAGS COURTS (#7-12) RESTAURANT COVERED PATIO OPEN LOUNGE VIP LOUNGE BAR SERVICE AISLE SERVICE AISLE SERVICE AISLE 34 ' - 7 " 34 ' - 7 " 21' - 3" 30 ' - 1 1 / 2 " 34 ' - 0 " 32 ' - 0 " 32 ' - 0 " 19 ' - 6 " STORAGE 'A' TRASH/ RECYCLING ENCLOSURE LOCATION -MIN. 126 SF OF RECYCLING AREA REQUIRED- INDICATED BY GRAY HATCH ENTRY SL O P E D N . FRONT DESK STOREOFFICE KITCHEN AUDIO STOR.SALESGM OBEER MTG. ROOM #2 MTG. ROOM #1 C 27' - 0 1/2"24' - 8"33' - 1"35' - 10"27' - 6"35' - 0"23' - 8" BAR LOUNGE RED. STOR. 67 ' - 6 " 5' - 4 " 9' - 4 " 14 ' - 0 " 9' - 4 " 14' - 0"11' - 4"20' - 0"63' - 4"15' - 4"24' - 4"5' - 4"9' - 4"14' - 0"9' - 4"5' - 4" 6' - 1 1 7 / 8 " 24 ' - 0 " 79 ' - 6 " 5' - 4 " A3.02 1 32' - 7" T-A T-B T-3 T-5 T-D W. TLT. M. TLT. W. TLT.M. TLT. FAMILY HALLWAYPATIO ENTRY BARM. TLT.W. TLT. AV RACKS T-C T-6 T-2 T-4 A.3 7.9 7' - 2"14' - 1" 212' - 4 3/8" 22 1 ' - 3 7 / 8 " 200' - 5"224' - 3" 424' - 8"SE E S H E E T A 1 . 0 1 SE E S H E E T A 1 . 0 2 SE E S H E E T A 1 . 0 1 SE E S H E E T A 1 . 0 2 6' - 0" F.P. F.P. F.P. A3.03 5 A3.03 6 A3.03 7 A3.03 8 A3.01 1 T-E T-1 T-7 CL. 67 ' - 5 " (1 0 ) L A N E S 55 ' - 9 " 4" (2 ) L A N E S 11 ' - 4 " 3' - 0"2' - 8" TRANSFORMER FAMILY ENTERTAINMENT CENTER MAIN BUILDING GROSS SF: 46,550 SF BATHROOM/ BAR OUTBUILDING: 1,280 SF TOTAL INTERIOR:47,830 SF EXTERIOR:51,150 SF 32 ' - 9 " PROPERTY LINE; REFER TO CIVIL DRAWINGS 0'2'4'8'16' 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE: 1/16" = 1'-0" SKYLINE SOCIAL APPLE VALLEY, MN 24062C OVERALL FLOOR PLAN A1.00 1/16" = 1'-0"1 FIRST FLOOR_OVERALL ISSUE SCHEMATIC DESIGN 12/09/2024 PLANNING MTG.02/18/2025 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE: SKYLINE SOCIAL APPLE VALLEY, MN 24062C EXTERIOR RENDERING A3.00 ISSUE SCHEMATIC DESIGN 12/09/2024 PLANNING MTG.02/18/2025 DESIGN INTENT IMAGE CORRUGATED METAL PANEL, VERTICAL ORIENTATION CORRUGATED METAL PANEL COLOR SAMPLE BELDEN BRICK CONCORD BLEND- MODULAR ARCHITECTURAL CMU VENEER- 210 RUSTSTONE ACM METAL PANEL AND STOREFRONT SYSTEM COLOR SAMPLE COMPILED FINISH SAMPLES PRESSURE TREATED WOOD FENCE. TREES / SHRUBBERY TO BE PROVIDED IN FRONT OF BOARDS FIRST FLOOR (947.36)0' - 0" T.O. CORNER PARAPET22' - 8" ROOF PLAN18' - 0" 12345687 DEPRESSED BOWLING SLAB-1' - 5 1/2" 12 ' - 0 " 10 ' - 8 " 4 1A 35 7 2 4 1B 1A 2 1A 8 10 6 18' - 0" 2' - 0"2' - 0" 6 4 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" 7.9 6' - 6" 11 ' - 4 " 8' - 8" 3' - 4 " 6 44 6 2 4 2 1A 1B 6 9 3 7 44 66 1B 3 9 1A 3 9 1A 6 6 1B 4 7 444 77 61B 1A 1B 6 1 1 1 4 3 4 2 3 11TYP. 11TYP. 12 2 3 6 12 FIRST FLOOR (947.36)0' - 0" T.O. CORNER PARAPET22' - 8" ROOF PLAN18' - 0" J H G F E D B A DEPRESSED BOWLING SLAB-1' - 5 1/2" C 1' - 0" 4 2 1A1A 9 3 2 4 A.3 10 7 7 2 6 4 6 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" 6' - 6" 2' - 8 " 11 ' - 4 " 6 44 6 2 4 4 2 9 3 1A1A 3 9 10 1B 6 7 9 3 1A 6 1B 2 3 9 1A 6 1B 4 4 7 2 3 1A1A 3 9 8 6 4 2 4 1B 66 1B 88 88 1B 6 6 2 4 4 1 1 1 1 1 2 3 4 3 11TYP. 11TYP. 13 15 FIRST FLOOR (947.36)0' - 0" T.O. CORNER PARAPET22' - 8" ROOF PLAN18' - 0" J H G F E D B A DEPRESSED BOWLING SLAB-1' - 5 1/2" C T-AT-BT-D T-CA.3 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" A3.01 2 T-E ROOF OUTBUILDING14' - 0" 13131313 FE N C E H E I G H T 7' - 0 " M A X . 15 1A: BRICK VENEER 1B: BRICK VENEER - SOLDIER COURSE MATERIAL TYPE LEGEND: 6: METAL COPING 4: ALUMINUM COMPOSITE PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS 2: CORRUGATED METAL PANEL 7: TINTED GLAZING IN STOREFRONT SYSTEM 12: GREEN TREATED WOOD FENCE PANELS MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25'-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH-IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR EXTERIOR ELEVATIONS GENERAL NOTES: 0'2'4'8'16' 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE:As indicated SKYLINE SOCIAL APPLE VALLEY, MN 24062C EXTERIOR ELEVATIONS A3.01 1/8" = 1'-0"3 EAST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION 1/16" = 1'-0"1 OVERALL NORTH ELEVATION MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK . MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 10 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK 12 7' H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS ELEVATION KEY NOTES #DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS 6 WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5"-3" DIA. 20'/22' HIGH POLES SPACED AT +/-25' O.C. ISSUE SCHEMATIC DESIGN 12/09/2024 PLANNING MTG.02/18/2025 FIRST FLOOR (947.36)0' - 0" ROOF PLAN18' - 0" JHGFEDBA DEPRESSED BOWLING SLAB-1' - 5 1/2" C A3.02 2 T-A T-B T-DT-C A.3 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" T-E 13131313 15 FIRST FLOOR (947.36)0' - 0" ROOF PLAN18' - 0" JHGFEDBA DEPRESSED BOWLING SLAB-1' - 5 1/2" C SLOPE DN. A.3 22 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" 6 4 6 2 1B 1A 9 3 6 1B 1A 9 3 6 1B 1A 9 3 5 6 1B 1A 9 3 4 4 12 11 1 2 5 7 7 7 79 12 13 3 FIRST FLOOR (947.36)0' - 0" ROOF PLAN18' - 0" 1 2 3 4 5 6 87 DEPRESSED BOWLING SLAB-1' - 5 1/2" 8' - 0 " 14 ' - 0 " 12 ' - 4 " 3 1A 75"75"75" 4' - 0 " 2 4 T.O. ENTRY PORTAL29' - 0" T.O. PARAPET21' - 4" 66 6 1B 1A 9 3 4 8 2 444 8 1A 9 3 8 2 444 8 8 11 29 2 88 2 444444 8 8 8 1A 1B 2 6 1B 6 4 6 4 3 9 10 TYP.1211TYP. 13 111 6 66 3 8 1313 1414 7' - 0 " 1A: BRICK VENEER 1B: BRICK VENEER - SOLDIER COURSE MATERIAL TYPE LEGEND: 6: METAL COPING 4: ALUMINUM COMPOSITE PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS 2: CORRUGATED METAL PANEL 7: TINTED GLAZING IN STOREFRONT SYSTEM 12: GREEN TREATED WOOD FENCE PANELS MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25'-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH-IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR EXTERIOR ELEVATIONS GENERAL NOTES: 1/8" = 1'-0"2 SOUTH ELEVATION 0'2'4'8'16' 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE:As indicated SKYLINE SOCIAL APPLE VALLEY, MN 24062C EXTERIOR ELEVATIONS A3.02 1/16" = 1'-0"1 OVERALL SOUTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK . MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 10 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK 12 7' H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS ELEVATION KEY NOTES #DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS 6 WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5"-3" DIA. 20'/22' HIGH POLES SPACED AT +/-25' O.C. ISSUE SCHEMATIC DESIGN 12/09/2024 PLANNING MTG.02/18/2025 FIRST FLOOR (947.36)0' - 0" T-3T-5T-6 T-2T-4 12 ' - 4 " 11 ' - 0 " 1B 4 1A 2 6 4 11 4 4 T-1T-7 11 11 ROOF OUTBUILDING14' - 0" 88 13 FIRST FLOOR (947.36)0' - 0" T-A T-B T-DT-C 11 ' - 0 " 2 4 6 1B 1A 3 9 4 4 2 6 T-E ROOF OUTBUILDING14' - 0" 1 8 11HB FIRST FLOOR (947.36)0' - 0" T-AT-BT-D T-CT-E 6 2 11 44 3 5 2 5 4 2 11 9 1B 1A ROOF OUTBUILDING14' - 0" 6 6 1 8 HB FIRST FLOOR (947.36)0' - 0" T-3 T-5 T-6T-2 T-4T-1 T-7 4 2 1B 1A 5 9 3 ROOF OUTBUILDING14' - 0" 6 6 FIRST FLOOR (947.36)0' - 0" 6 2 9 3 11 10 8' - 0 " FIRST FLOOR (947.36)0' - 0" 6 2 9 3 11 10 FIRST FLOOR (947.36)0' - 0" BLACK STEEL FRAME WITH WOOD FENCING. PROVIDE GATE STOP AND LATCH 6 11 11 11 12 12 10 10 GATE WHEELS, BLACK FIRST FLOOR (947.36)0' - 0" 2 3 6 9 OPNG. 3' - 0" 1A: BRICK VENEER 1B: BRICK VENEER - SOLDIER COURSE MATERIAL TYPE LEGEND: 6: METAL COPING 4: ALUMINUM COMPOSITE PANEL 3: ARCHITECTURAL CONCRETE MASONRY UNITS 2: CORRUGATED METAL PANEL 7: TINTED GLAZING IN STOREFRONT SYSTEM 12: GREEN TREATED WOOD FENCE PANELS MASONRY CONTROL JOINTS: CONSTRUCT W/ BACKER ROD & SEALANT. PROVIDE SLIP PLANE FOR STEEL LINTELS AS REQUIRED. LOCATIONS: 1. EVERY 25'-0" MAX. 2. INTERIOR CORNERS 3. 12' FROM ONE SIDE OF ALL OUTSIDE CORNERS NOTE: REFER TO SHEETS AX.01 FOR WINDOW TYPES GENERAL SIGNAGE NOTES: 1. SIGNAGE LOCATIONS AND SIZES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. REFER TO FINAL SIGNAGE PACKAGE FOR FINAL LOCATIONS AND SIZES. TYPICAL OF ALL SIGNS ON ALL ELEVATIONS 2. ANY AND ALL SIGNAGE DEPICTED WITHIN THESE DRAWINGS ARE SCHEMATIC IN NATURE. ANY APPROVAL RECEIVED FOR THIS BUILDING PERMIT DOES NOT CONSTITUTE APPROVAL FOR THE CONSTRUCTION OF ANY SIGN/SIGN STRUCTURE. 3.ALL EXTERIOR SIGNAGE SHOWN ON THIS SHEET IS N.I.C. AND WILL BE PERMITTED UNDER A SEPARATE BUILDING PERMIT PACKAGE. BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGNAGE VENDOR, BLOCKING AND ELECTRICAL ROUGH-IN BY GC. GC TO COORDINATE W/ SIGNAGE VENDOR EXTERIOR ELEVATIONS GENERAL NOTES: 1/8" = 1'-0"3 WEST ELEVATION - OUT BUILDING 1/8" = 1'-0"4 NORTH ELEVATION - OUT BUILDING 1/8" = 1'-0"2 SOUTH ELEVATION - OUT BUILDING 1/8" = 1'-0"1 EAST ELEVATION - OUT BUILDING 0'2'4'8'16' 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE:As indicated SKYLINE SOCIAL APPLE VALLEY, MN 24062C EXTERIOR ELEVATIONS A3.03 1/8" = 1'-0"5 WEST ELEVATION - TRASH ENCLOSURE 1/8" = 1'-0"6 EAST ELEVATION - TRASH ENCLOSURE 1/8" = 1'-0"7 SOUTH ELEVATION - TRASH ENCLOSURE 1/8" = 1'-0"8 NORTH ELEVATION - TRASH ENCLOSURE MATERIAL SCHEDULE 1A BRICK, MODULAR, BELDEN BRICK, CONCORD BLEND 1B BRICK SOLDIER COURSE, BELDEN BRICK, CONCORD BLEND 2 CORRUGATED CONCEALED FASTENER METAL PANEL, MANUF: DELTA BY ELEVATE. PROFILE: 16F. ORIENTATION: VERTICAL. COLOR: MATTE BLACK STEEL 3 8" X 4" X 16" ARCHITECTURAL CMU MANUF: AMCON. FINISH: COLOR: 4 METAL PANEL, MANUF: ALUCOBOND PLUS. SYSTEM: WET. COLOR: BLACK ANODIZED 5 INSULATED HOLLOW METAL DOOR AND FRAME, PTD.. TO MATCH ADJACENT SURFACE 6 METAL COPING TO MATCH METAL PANELS, BLACK 7 1" CLEAR GLAZING W/ SURFACE APPLIED FILM- 80% OPACITY, MIRRORED IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 8 1" CLEAR GLAZING IN ALUMINUM STOREFRONT SYSTEM. MANUF: KAWNEER. SYSTEM: TRIFAB VERSAGLAZE 451T. COLOR: BLACK ANODIZED 9 SILL BLOCK . MANUF: AMCON. COLOR: TO MATCH ARCHITECTURAL CMU 10 5" X 14" ARCHED GLU-LAM BEAM W/ ACM ROOF 11 EXPOSED TUBE STEEL STRUCTURE, PAINTED, BLACK 12 7' H. GREEN TREATED WOOD FENCE PANELS WITH 4X4 WOOD POSTS AND 2X WOOD CROSS BRACING. FENCE PANELS TO BE ON EACH SIDE OF CROSS BRACING (OFFSET FROM OTHER SIDE). 13 42"H. GREEN TREATED 2X WOOD GUARDRAIL WITH WOOD POSTS ELEVATION KEY NOTES #DESCRIPTION 1 BUILDING MOUNTED DECORATIVE LIGHT FIXTURES, TYP. (GLACIER) 2 BUILDING MOUNTED ILLUMINATED SIGNAGE IN SEPARATE CONTRACT, BY OTHERS. DASHED LINE INDICATES OUTLINE OF BACKERBOARD. PROVIDE 5/8" FRTW PLYWOOD BEHIND ALL POTENTIAL TENANT LOCATIONS. COORDINATE FINAL SIGN LOCATIONS WITH OWNER. 3 WALL GRAZING LIGHT FIXTURE (TROV L50 GRAZE) UNDER PORTAL CAP 4 VINYL APPLIED "GEAR" GRAPHIC OR LOCAL ARTIST RENDERING 5 BUILDING MOUNTED ELECTRICAL PANELS 6 WALL MOUNTED TV, OWNER SUPPLIED, INSTALLED BY GC. COORDINATE HEIGHT W/ OWNER PRIOR TO INSTALLATION 7 BUILDING MOUNTED SITE LIGHTING, TYP. (INVUE ENC) 8 ROLL UP UTILITY DOOR, BLACK 9 DASHED LINES INDICATE TRASH ENCLOSURE IN FOREGROUND. REFER TO SHEET A3.03 10 CONCRETE FILLED BOLLARDS, PAINTED YELLOW 11 RECESSED CAN LIGHTING (NIO-4RNDC) UNDER CANOPY 12 SITE LIGHTING POLES/ LIGHTING (LUMARK PREVAIL LED). REFER TO ELEC. DWGS FOR MORE INFORMATION. 13 SPORTS LIGHTING, BY OTHERS, N.I.C.. SHOWN FOR REFERENCE ONLY (SLG FSP G2) 14 GUTTER AND DOWNSPOUT, COLOR TO MATCH METAL PANEL 15 DASHED LINE INDICATES VOLLEYBALL NET AND POLES: 1.5"-3" DIA. 20'/22' HIGH POLES SPACED AT +/-25' O.C. ISSUE PLANNING MTG.02/18/2025 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE: SKYLINE SOCIAL APPLE VALLEY, MN 24062C EXTERIOR LIGHTING A3.04 ISSUE PLANNING MTG.02/18/2025 NOTE #3 ON EXTERIOR ELEVATIONS NOTE #1 ON EXTERIOR ELEVATIONS NOTE #7 ON EXTERIOR ELEVATIONSNOTE #11 ON EXTERIOR ELEVATIONS NOTE #12 ON EXTERIOR ELEVATIONS NOTE #13 ON EXTERIOR ELEVATIONS NOTE #13 ON EXTERIOR ELEVATIONS LP LP LP R:942.45R:942.59 LPLP R:945.92R:946.04 LPTNH 950.37 R:949.38 LP R: 9 4 6 . 1 7 R:946.37 R: 9 4 4 . 2 5 R:944.70 R: 9 4 3 . 3 2 24" STUB IE:931.85 24" STUB IE:930.80 GRADING LIMITS (TYP.) PROPOSED SKYLINE SOCIAL & GAMES ±46,200 SF FFE: 947.36PROPOSED PATIO ±51,000 SF 155TH ST. W. EN G L I S H A V E . EXISTING MAGELLAN GAS PIPELINE EXISTING MAGELLAN GAS PIPELINE EASEMENT 94 . 0 ' CO HYDRANT COVERAGE RADIUS (TYP.) HYDRANT COVERAGE RADIUS (TYP.) 14.8' 10 . 0 ' PROPOSED HYDRANT EXISTING HYDRANT 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ A V R - O r c h a r d P l a c e \ S k y l i n e \ 3 D e s i g n \ C A D \ E x h i b i t s \ 2 0 2 5 - 0 2 1 8 F i r e T r u c k T u r n i n g P l a n \ 2 0 2 5 - 0 2 1 8 S k y l i n e - F i r e T r u c k T u r n i n g P l a n . d w g F e b r u a r y 1 8 , 2 0 2 5 - 1 1 : 2 1 a m BY RE V I S I O N S No . DA T E 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E L I M I N A R Y PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORTH Know what'sbelow. before you dig.Call PR E P A R E D F O R FI R E T R U C K TU R N I N G P L A N EX-1 OR C H A R D P L A C E - S K Y L I N E S O C I A L SK Y L I N E S O C I A L & G A M E S AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 0 0 0 0 02 / 1 9 / 2 0 2 5 AS S H O W N AC L MJ B WD M 21111 CHAGRIN BLVD, SUITE 110 BEACHWOOD, OHIO 44122 P:(216) 752-4300 WWW.RDLARCHITECTS.COM 4894 MILLER TRUNK HWY DULUTH, MN 55811 SKYLINE SOCIAL PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONJUNCTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. © 2024 ALL RIGHTS RESERVED RDLA PROJECT #: SCALE: 25001 Emery Road, Suite #200 Warrensville Heights, Ohio 44128 Phone: 216-292-4696 Fax: 216-292-5874 Email: mail@mchenryassociates.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Print Name: CHRISTIAN A. TODD Date License # 46308 PROFESSIONAL ENGINEER Signature: N SKYLINE SOCIAL APPLE VALLEY, MN 24062C SITE LIGHTING PHOTOMETRICS ES2.00 SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING VOLTS VA DELIVERED LUMENS CRI CCT MANUFACTURER CATALOG NUMBER DRIVER TYPE EQUIVALENT SA SINGLE HEAD LED POLE LIGHT WITH DIE CAST ALUMINUM HOUSING, TYPE IV DISTRIBUTION, HOUSE SIDE SHIELD AND BLACK FINISH - IP66 RATED. PROVIDE 4" SQUARE ALUMINUM POLE TO MATCH. POLE ARM 30'-0" POLE 120/277 131 VA 17087 70 4000 LUMARK PRV-C40-740-D-UNV-T4-SA-BK-HSS 0-10V DIMMING LSI KIM LITHONIA SA1 SAME AS FIXTURE TYPE 'SA' EXCEPT HIGHER LUMEN OUTPUT POLE ARM 30'-0" POLE 120/277 264 VA 36274 70 4000 LUMARK PRV-XL-C125-740-D-UNV-T4-SA-BK-HSS 0-10V DIMMING LSI KIM LITHONIA SB SINGLE HEAD LED POLE LIGHT WITH DIE CAST ALUMINUM HOUSING, TYPE V DISTRIBUTION AND BLACK FINISH - IP66 RATED. PROVIDE 4" SQUARE ALUMINUM POLE TO MATCH. POLE ARM 30'-0" POLE 120/277 176 VA 28129 70 4000 LUMARK PRV-XL-C75-740-D-UNV-T5-SA-BK 0-10V DIMMING LSI KIM LITHONIA SB1 SAME AS FIXTURE TYPE 'SB' EXCEPT HIGHER LUMEN OUTPUT POLE ARM 30'-0" POLE 120/277 346 VA 52349 70 4000 LUMARK PRV-XL-C175-740-D-UNV-T5-SA-BK 0-10V DIMMING LSI KIM LITHONIA WP1 LED ARCHITECTURAL WALLPACK WITH DIE CAST ALUMINUM HOUSING, TYPE IV FORWARD THROW DISTRIBUTION AND BLACK FINISH - IP66 RATED. WALL 13'-0" AFG 120/277 57 VA 6327 70 3500 INVUE ENC-SA1E-735-U-T4FT-BK 0-10V DIMMING LSI KIM LITHONIA ISSUE PLANNING MTG. 02/18/2025 City of MEMO Building Inspections TO: Tim Benetti Community Development Director FROM: George Dorn, Building Official DATE: February 25, 2025 SUBJECT: Skyline Social  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design.  Platting the property lines must be completed prior to permit issuance.  Architectural, Structural and Civil plans are required to be signed with the permit application.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections.  The allowable area and building heights will be determined once the code analysis has been completed.  Mechanical equipment and appliances on roofs or elevated structures shall be accessed in accordance with the 2020 Minnesota Mechanical Code 306.5. Depict on your plans how you intend to access mechanical equipment.  Include roof top screening drawings with the plan submittal.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the buildings to have an automatic sprinkler system installed based on occupancy type and square footage.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1.  Provide energy and lighting compliance calculations at the time of permit submittal. CITY OF MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: DATE: Evan Acosta, Assistant City Engineer March 27, 2025 SUBJECT: Skyline Social Site Plan Review per Plans Dated 1/29/2025 Sydnee, The following are comments regarding the Skyline Social Plans dated January 29, 2025. Please add these as conditions of approval. General 1.All work and infrastructure within public easements or right of way shall be to City standards. 2.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 3.No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4.Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5.Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6.A stormwater maintenance agreement will be required as part of this project. The maintenance agreement is required to be recorded prior to NRMP permit issuance. 7.Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 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.Department of Labor and Industry (DOLI) shall review private utilities. 10.A right of way permit will be required for all work within public easements or right of way. 11.A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Traffic 12. The City’s Traffic Engineering Consultant has completed an updated traffic analysis for English Avenue, 155th St W, and 157th St W based on the proposed land use. • The full traffic study is attached to the Orchard Place 5th Addition Preliminary Plat Memo Site 13. The final site plan will be reviewed by the City Engineer. 14. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 15. Pavement section for public roadways shall match existing roadways and be shown on the plans. 16. Ensure that curve in the bituminous trail on the west side of the site meets a 20 MPH design. 17. Sidewalk should extend from the building entrance to the bituminous trail on the west side of the property. 18. Show the location of light poles on the site plan. • Included proposed and existing lighting along English Ave Grading & Drainage Plan 19. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 20. Final Grading Plans shall be reviewed and approved by City Engineer. 21. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 22. Label the EOF’s on the grading plan. 23. Provide elevations for top & bottom of all retaining walls. 24. Provide rim elevations for each of the catch basins on the grading plan. Storm Sewer 25. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. • The storm sewer on the west side of the site is immediately adjacent to the retaining wall and underneath a series of tree plantings, which is a concern for future maintenance. 26. A Sump/SAFL or similar pretreatment device will be required before private storm drainage leaves the property. • ST-100 and ST-201 appear to both require the pretreatment device. Sanitary Sewer and Watermain 27. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 28. SS-100 (drop structure) to be reviewed by the City’s utility department. 29. 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. 30. Hydrant leads shall connect to the watermain before the fire/domestic split. The fire/domestic split shall be split outside the building and valves located 1.5 times the height of the building away from the building or placed in a location readily accessible per Apple Valley standard detail plate SER-6. 31. Identify Irrigation service location(s) if applicable per SER-4. 32. Provide additional drawing showing required hydrant coverage for site. 33. All watermain shall be a min depth of 8.0’. Landscape and Natural Resources 34. According to City Code, tree planting must follow 15-10-5 diversity rule, meaning tree landscape schedule must not exceed 15% of any plant family, 10% of any plant genus, and 5% of any species. Current plant schedule relies heavily on ‘American Sentry’ linden, quaking aspen, and oak species. Please diversify plant schedule to meet requirements. 35. Planting of maple species is highly discouraged due to severe overplanting, please consider alternative species. 36. Applicant should provide detail on snow storage locations. CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR SKYLINE SOCIAL & GAMES INDOOR RECREATION FACILITY, CLASS I RESTAURANT, AND OUTDOOR RECREATION FACILITY AND PATIO AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 46,000 square foot indoor commercial recreation facility and Class I restaurant with an associated 51,000 square foot outdoor recreation facility and patio has been request by Skyline MN Apple Valley, LLC, on property legally described as Lot 1, Block 1, Orchard Place 5th Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Eastview High School Activity Center Addition is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Planned Development, Planned Development Agreement, and final plat of Orchard Place 5th Addition must be approved and recorded with the County prior to issuance of a building permit. 3. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non-surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated DATE (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 landscaping requirement at the time of building permit application. 2 5. Construction shall occur in conformance with the elevation plans dated DATE. 6. Subject to all conditions noted in the City Engineer’s memo dated DATE, on file with the City. 7. Subject to all conditions noted in the Building Official’s memo dated DATE, on file with the City. 8. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. If the proposed roof-line or parapet wall(s) is found to not be a sufficient screen, other code compliant screening shall be installed. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 10. A bike rack shall be installed close to the primary structure which does not impede pedestrian flow along any proposed or future sidewalk. 11. The sidewalk along the north side of the primary structure shall connect to the interior public trail on the west side of property. 12. A cross-access and cross-parking agreement between Lot 1, Block 1 and Outlot A, Orchard Place 5th Addition shall be required in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 13. An encroachment agreement for Lot, Block 1, Orchard Place 5th Addition and the Magellan Pipeline easement shall be provided in a form acceptable to the City Attorney. The agreement shall be executed and recorded prior to issuance of a building permit. 14. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 15. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 3 16. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 17. 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. 18. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 19. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 20. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 21. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 22. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 2025. 4 __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk I T E M: 5.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 2, 2025 S E C T I O N:L and Use / Action I tems Description: Rockport, L L C Mixed B usiness Campus Comprehensive Plan Amendment S taff Contact: J ennifer Haskamp, A I C P, Consultant Planner and Tim B enetti, Community Development Director Department / Division: Community Development Department Applicant: Rockport, L L C P roject Number: P C24-21-P Applicant Date: 12/10/2024 60 Days: 2/8/2025 120 Days: 4/9/2025 AC T I O N RE Q UE S T E D: Recommend approval of the requested C omprehensive Plan Amendment to remove Figure 4.2 from the 2040 C omprehensive Plan and to remove all related text. Restate text to state that retail uses are "preferred" adjacent to arterial roadways. S UM M ARY: Rockport, LLC has submitted an application for a Comprehensive Plan Amendment (C PA) to revise Figure 4.2 and the associated C onceptual Land Use Diagram Table, remove language associated and/or supporting Figure 4.2 for areas denoted as A and F, add Industrial Uses to areas denoted as C , and modify language contained in the Mixed Business Campus (MBC). T he adopted 2040 C omprehensive Plan guides the C ity's development patterns and land uses through the Planning Period which is defined as 2020-2040. T he 2040 Plan identified the subject C PA area as a Priority Planning Area due to the potential commencement of the current mining activities, and the Figure 4.2 Orchard Place Concept was developed to establish the mix of anticipated land use development within the MBC land use designation shown on Figure 4.6 2040 Land Use Plan. Both Figures 4.2 and 4.6 were used as the foundation to develop the Water Supply and Sanitary Sewer chapter components of the 2040 Plan. Specifically, the proposed C PA has the potential to affect roadway design, water treatment and the size of underground utilities, which are all based on the demands of the proposed land use types. T he MBC was a focus of the 2040 C omprehensive Plan. An excerpt of the purpose of the district is below: "The Mixed-Business Campus District provides f lexibility f or a variety of business/industry clusters. As of 2017, the Orchard Place site plan illustrates the location of each cluster, and identif ies a specif ic set of land use envisioned for each cluster." "Mixed Business C ampus (MBC ) areas are intended to be high-quality settings f or of fice campus, of fice with light industrial, of f ice with biomedical manufacturing, health care f acilities, health care training, general of f ice, corporate of fice, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the MBC." Figure 4.2, which is attached to this report, provides guidance on the land uses permitted in each "cluster" or “blob” as described in the A pplicant’s narrative. Figure 4.2 was created by a potential developer on behalf of Rockport, LLC during the 2040 C omprehensive Plan process. T he concept plan further broke down the potential mix of uses within the MBC and included specific percentages. T he following excerpt from the 2040 Plan is provided below: "The mix of uses in the MBC district includes the following: 55 - 65% off ice 10 - 20% light industry/manuf acturing 10% of fice warehouse/showroom 5% commercial and retail uses" T he applicant's full narrative is attached, but there are essentially three requests supported by background included in the narrative. T hese requests are: 1. “Revise the guidance stating that commercial retail uses are 'preferred to be located along C ounty Road 42.'” 2. “Remove references from the Comprehensive G uide Plan to Figure 4.2 for the Mixed- Use Business C ampus on Rockport’s property west of the future J ohnny C ake Ridge Road” ... in areas denoted as A and F. 3. “Add the land use 'Industrial,' to Area 'C ' in the C onceptual Land Use Diagram Figure 4.2 on Rockport’s property east of future J ohnny C ake Ridge Road.” T he Planning C ommission held the public hearing on this item on J anuary 15, 2025. T he Commission had a number of questions, and a resident provided public testimony. A summary of these comments and staff responses is contained within the background section of this report. B AC K G RO UND: Comprehensiv e Guiding Figure 4.6 - 2040 Land Use Plan predominantly guides the subject C PA area as "MBC" Mixed Business C ampus, with areas abutting the westerly property line guided "C" Commercial, "HD" High Density Residential, and "LD" Low Density Residential. Zoning T he site is predominately zoned "SG" Sand and Gravel and is an active mining area. On the west side of the site an approximately 15-acre site is zoned "RB" Retail Business from a prior application from Menards, which did not materialize. Since the adoption of the 2040 C omprehensive Plan, staff have been working on a Mixed Use Business C ampus (MUBC) zoning ordinance. T he MUBC ordinance must be consistent with the adopted 2040 C omprehensive Plan. T he ordinance is complete (adopted 02/27/2025) and is consistent with current guidance. T he applicant and staff have met to discuss the proposed MUBC ordinance and the applicant's proposed amendments. T heir proposed changes were based on a market study they commissioned after 2020, which highlighted the post-pandemic change to the office market. T he percentages of uses outlined within the C omprehensive plan called for up to 65% of the land to be office. If the Planning C ommission recommends, and the C ouncil adopts the proposed Comprehensive Plan amendments, the recently adopted MUBC ordinance will need to be amended and brought forward for approval. Applicant's Requested Amendments As noted, the applicant has three primary requests. Each request is outlined with additional context and discussion of how the proposed changes effects the 2040 C omprehensive Plan is provided. 1. Applicant Request: “Revise the guidance stating that commercial retail uses are 'preferred to be located along C ounty Road 42.'” T he Comprehensive Plan states that supportive uses should be adjacent to C ounty Road 42, the direct quote from the Comprehensive Plan is below. "Some examples of supportive uses include lodging, restaurants, daycare, banking, and other retail uses 2040 C omprehensive Plan update that may support the campus directly as well as adjacent neighborhoods. S uch uses should generally be located along County Road 42." Staff does not have a concern about the proposed language amendment as both are guidance rather than prescriptive. T he applicant's narrative refers to the draft MUBC ordinance. T he MUBC ordinance has been adopted, and any proposed changes to the ordinance will require an amendment. T he subject application is for a C omprehensive Plan A mendment, and the Applicant’s requested language modifications is consistent with the intent of the policy language. 2. Applicant Request: “Remove references from the Comprehensive G uide Plan to Figure 4.2 for the Mixed-Use Business C ampus on Rockport’s property west of the future J ohnny Cake Ridge Road”…excluding Area D and Area E in Figure 4.2. T his request seeks to remove Figure 4.2 references for all MBC land west of J ohnny Cake excluding Area D and E. T he effect of this change would be that all land use types within the MBC would be permitted in the areas shown as A and F on Figure 4.2, and would permit the uses in any location. T his action essentially results in reverting to the adopted generalized Figure 4.6 – 2040 Land Use Plan. A list of all uses in the MBC is below: Office with biomedical manufacturing Warehouse Light industrial Health care facilities General office Hotel Commercial retail T he primary difficulty with reverting to the range of uses is planning for infrastructure needs. Because area A and F comprise a large land area there is a significant difference between if the site is developed with 100% retail uses vs. 100% office uses vs. 100% light industrial uses. T he current infrastructure planning was completed based on the mix of uses shown in Figure 4.2, and therefore the more generalized land use shown in 4.6 was not modeled as part of the 2040 C omprehensive Planning process. While any development is unlikely to be 100% of any single use, the City Engineer has been working to model what infrastructure impacts may result if the most intensive uses, such as industrial, come to fruition. Given the known development plans, the C ity must ensure that the C ity infrastructure can meet the demands, and if necessary implement and require appropriate mitigation to comply with the water and wastewater projections contained in the adopted 2040 C omprehensive Plan. T he City Engineer’s updated memo attached to this report. 3. Applicant Request: “Add the land use 'Industrial,' to Area 'C' in the C onceptual Land Use Diagram Figure 4.2 on Rockport’s property east of future J ohnny Cake Ridge Road.” Area "C " on Figure 4.2 is designated for office, hotel, and medical uses. A rea "C " is at the intersection of C ounty Road 42 and Pilot Knob Road and runs adjacent to both. T he applicant is seeking to add "industrial" as a land use category to this area. Area "G," which is immediately adjacent to area "C " but is more interior to the site, allows for industrial uses and is less visible from the primary roadways. Staff Recommendation and Comments Requests two and three from the applicant are similar in nature and result in additional land uses being added to most of the MBC . T he changes would effectively change Figure 4.2 areas denoted as A, F, and C and add Industrial Uses to area C , while leaving the remaining “blobs” as depicted. At the public hearing, the applicant's representative expressed support for the removal of Figure 4.2 from the C omprehensive Plan as a way to achieve their stated application intent. However, as previously noted, several areas depicted on Figure 4.2 are not proposed to change and therefore staff’s recommendation is to modify and update Figure 4.2 and the associated table on page 4-6 of the 2040 Comprehensive Plan. T he C ity designed utilities consistent with Figure 4.2, and any changes as discussed or any planned future uses will be required to either meet the maximum planned allocations, or must mitigate the exceedance through appropriate design and/or infrastructure improvements. Such required mitigation will be addressed during the plat and land use permit process for the specific project.. P ublic and Commission Comments and Staff Responses Resident C omment: Resident expressed the desire to consider environmental best practices when developing the site. Staff Response: T he C omprehensive Plan is a high-level guide for how the C ity plans to develop. Within the 2040 Comprehensive Plan are over 200 "Leaf N otes" that highlight environmental best practices sought by the C ity. T he City encourages developers to develop with these best practices in mind and when State Statute or law allows, City Ordinance includes them as a requirement. T he City places a high priority on environmental and sustainable features when developing our own buildings, but the City's authority to require some of these items is limited. T he C ity's past practice has been to incentivize development by allowing things such as greater density, or high building coverage on a site if environmental features are installed with the building. T he C ity has also encouraged developments to include these features by allowing the required landscape budget to be used toward environmental items. T his has been received well by the development community and staff will continue to seek best practices and features with future development projects. Commissioner C omment: C ould staff and the applicant work together to change the percentages of uses and bring this back to the next meeting. Staff Response: T he C ity A ttorney responded at the meeting that the City must act on the application as presented. Further, staff would add that the percentages of uses are not a common feature within a Comprehensive Plan. Typically, the desired uses are not allocated to that level of detail in the C omprehensive Plan. For example, when land is guided "C " C ommercial, the type of commercial is not listed. T his level of detail is typically done with how a property is zoned. Continuing the "C " Commercial example, the C ity has over seven zoning districts for different uses that are commercial in nature. T he two most prominent are "RB" Retail Business, the most general commercial zone, and "N C C " Neighborhood C onvenience Center, which limits the commercial uses to those neighborhood-oriented and excludes big box stores and fast food restaurants. Additionally, listing a percentage on uses is likely to cause difficulty with enforcement in the future. For example, a property may develop with more office use and then over time transition into a warehouse or other generally permitted use within the zone. When building permit is submitted, City staff would be required to evaluate the entirety of the Mixed Use Business C ampus to ensure the same percentage allocations. T his can be done in smaller planned developments, but becomes prohibitively difficult on a 290-acre site. Staff's recommendation is that the C ommission carefully review the proposed zoning ordinance as that is the more appropriate mechanism for citing specific uses than the C omprehensive Plan. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Comp Plan Map Z oning Map Applicant L etter Exhibit Exhibit Memo Memo Correspondence Memo Memo Memo 150TH ST W 157TH ST W 160TH ST W PILOT KNOB RD FLAGSTAFF AVE 1 4 7 T H S T W EMBRY PATH 155TH ST W FIN C H A V E FJORD AVE 158TH ST W F E R N A N D O AV E ENGLISH AVE ENERGY WAY FAIRFIELD DR156TH ST W FLIG H T LN 148TH ST W 152ND ST W 151ST ST W EMORY AVE EVERGLADE AVE E N D I C O T T WAY FLEET TRL FLIGHT WAY E V E R E S T A V E 154TH ST W FAIRCHILD WAY 153RD ST W EMPEROR AVE ELYSIUM AVE FLORIST CIR FLAN CT FLACK W O OD AVE 149TH ST W FINCH LN E M B L E M W A Y ELMHURST LN 158TH CT W FLANDERS PATH 154TH ST W 1 5 8 T H S T W ENGLISH AVE 150TH ST W PILOT KNOB RD EMBRY PATHSITE Rockport, LLCComprehensive Plan AmendmentZoned "SG" Sand and GravelGuided "MBC"Mixed Business Campus ¯ ^ 0 0.25 0.50.125 Miles 150TH ST W 157TH ST W 160TH ST W PILOT KNOB RD FLAGSTAFF AVE 1 4 7 T H S T W EMBRY PATH 155TH ST W FIN C H A V E FJORD AVE 158TH ST W F E R N A N D O AV E ENGLISH AVE ENERGY WAY FAIRFIELD DR156TH ST W FLIG H T LN 148TH ST W 152ND ST W 151ST ST W EMORY AVE EVERGLADE AVE E N D I C O T T WAY FLEET TRL FLIGHT WAY E V E R E S T A V E 154TH ST W FAIRCHILD WAY 153RD ST W EMPEROR AVE ELYSIUM AVE FLORIST CIR FLAN CT FLACK W O OD AVE 149TH ST W FINCH LN E M B L E M W A Y ELMHURST LN 158TH CT W FLANDERS PATH 154TH ST W 1 5 8 T H S T W ENGLISH AVE 150TH ST W PILOT KNOB RD EMBRY PATHSITE Rockport, LLCComprehensive Plan AmendmentZoned "SG" Sand and GravelGuided "MBC"Mixed Business Campus ¯ ^ 0 0.25 0.50.125 Miles 150TH ST W 157TH ST W 160TH ST W PILOT KNOB RD FLAGSTAFF AVE 1 4 7 T H S T W EMBRY PATH 155TH ST W FIN C H A V E FJORD AVE 158TH ST W F E R N A N D O AV E ENGLISH AVE ENERGY WAY FAIRFIELD DR156TH ST W FLIG H T LN 148TH ST W 152ND ST W 151ST ST W EMORY AVE EVERGLADE AVE E N D I C O T T WAY FLEET TRL FLIGHT WAY E V E R E S T A V E 154TH ST W FAIRCHILD WAY 153RD ST W EMPEROR AVE ELYSIUM AVE FLORIST CIR FLAN CT FLACK W O OD AVE 149TH ST W FINCH LN E M B L E M W A Y ELMHURST LN 158TH CT W FLANDERS PATH 154TH ST W 1 5 8 T H S T W ENGLISH AVE 150TH ST W PILOT KNOB RD EMBRY PATHSITE Rockport, LLCComprehensive Plan AmendmentZoned "SG" Sand and GravelGuided "MBC"Mixed Business Campus ¯ ^ 0 0.25 0.50.125 Miles Rockport– Comprehensive Guide Plan Amendments 1. Revise the guidance stating that commercial retail uses are “preferred to be located along County Road 42.”  The City’s draft Mixed-Use Business Campus Ordinance (“MU-BC”) states, “[c]ommercial retail uses shall be located upon a parcel adjacent and oriented to [CSAH] 42, unless the City Council approves upon a showing of good cause.” See MU-BC 155.---(B), p. 5 of the October 2024 draft.  It was represented to Rockport that this directive comes from the Comprehensive Guide Plan Update, which states in relevant part, “[s]uch uses should generally be located along County Road 42.” See Comprehensive Guide Plan, Section 4, p. 29. This language in the Comprehensive Guide Plan is permissive in nature stating a preference. Therefore, the MU-BC Ordinance should properly reflect the “preference” for that location.  Rockport is also requesting that the “mix of uses in the MBC district” references be removed including removing the following percentages associated with the MBC district (also Section 4, p. 29 and references to these percentages in Economic Development Chapter (6)):  55-60% office  10-20% light industrial/manufacturing  10% office warehouse/showroom  5% commercial and retail uses  Rockport is requesting that the Guidance be updated to state the City’s “preference” for locating commercial retail uses along CSAH 42, rather than stating those uses “shall” be located along CSAH 42, without City Council approval “upon a showing of good cause.” And removing the percentages associated with the MBC district. 2. Remove references from the Comprehensive Guide Plan to Figure 4.2 for the Mixed-Use Business Campus on Rockport’s property west of the future Johnny Cake Ridge Road. Specifically:  Rockport’s request is for Rockport property west of future Johnny Cake Ridge Road, north of future 153rd Street and existing 155th Parkway, and excluding property currently zoned for commercial (identified as Area “D” in Fig. 4.2) and high-density residential (identified as Area “E” in Fig. 4.2) east of Flagstaff Avenue and south of County State Aid Highway 42, described as Areas A and F on Figure 4.2. In the Comprehensive Guide Plan, the City did not differentiate between those parcels east and west of future Johnny Cake Ridge Road. Rockport believes these properties will develop differently and is requesting that the City differentiate between those large parcels for purposes of the Comprehensive Guide Plan and specifically the City’s use of Figure 4.2 to describe uses on those parcels.  Simply put, Figure 4.2 is out of date, having been completed in August 2017. With Covid-19 pandemic in 2020, the uses, particularly the “Corporate Campus” and “Office” markets have been detrimentally impacted. As it relates to the Rockport parcels west of future Johnny Cake Ridge Road, Rockport believes that the “Office” use, among other described uses, and the City’s suggested “Density” or F.A.R. Range Goals” are not consistent with current use trends or market data. Accordingly, Rockport is requesting that references related to Figure 4.2 be removed from and not apply to Rockport’s property west of future Johnny Cake Ridge Road, north of future 153rd Street and existing155th Parkway, and excluding property currently zoned for commercial (identified as Area “D” in Fig. 4.2) and high-density residential (identified as Area “E” in Fig. 4.2) east of Flagstaff Avenue and south of County State Aid Highway 42, described as Areas A and F on Figure 4.2. Instead, Rockport intends to market its property consistent with Rockport proposed revisions to the MU-BC draft ordinance currently being reviewed by the City.  Further, Rockport never intended to use this blob plan to develop the site. Additionally, this blob plan was reviewed by industry experts who determined that other uses and more flexibility when developing the site is recommended.  Finally, this blob plan was compiled as a discussion tool with a national developer, who eventually rejected it, after determining it was not economically viable. This developer walked away from further discussions with Rockport and this plan was scrapped. Providing further evidence that the City’s reliance on Figure 4.2, particularly for those parcels west of future Johnny Cake Ridge Road, north of future 153rd Street and existing 155th Parkway, and excluding property currently zoned for commercial (identified as Area “D” in Fig. 4.2) and high-density residential (identified as Area “E” in Fig. 4.2) East of Flagstaff Avenue and south of County State Aid Highway 42, described as Areas A and F on Figure 4.2, is not reasonable and is likely arbitrary and capricious. 3. Add the land use “Industrial,” to Area “C” in the Conceptual Land Use Diagram Figure 4.2 on Rockport’s property east of future Johnny Cake Ridge Road. Specifically:  Rockport’s request is for Rockport property south of County State Aid Highway 42, east of future Johnny Cake Ridge Road, north of 155th Parkway, west of English Avenue, north of 152nd Street and west of County State Aid Highway 31 (Pilot Knob Road), described as Area “C” on Figure 4.2.  Figure 4.2 should be updated to include “Industrial” in area “C.” CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-5 Focus Areas In the 2040 Comprehensive Plan, two locations receive significant attention. These areas include the Fischer Mine Area, which will become Orchard Place, and Downtown. Figure 4.1 depicts these areas, which are adjacent to each other. Down- town is and will remain Apple Valley’s commercial center, while the focus of Orchard place is on high-quality employment. While these areas have different opportunities and constraints for rede- velopment, development should integrate a mix- ture of compatible land uses, a connected grid of “great streets”, and a transit-supportive density. A preliminary step to facilitate this transition is to extend the existing Ring Route east through Or- chard Place, as depicted in Figure 4.1. The fol- lowing sections describe Orchard Place, Down- town, the Ring Route, and other aspects of Apple Valley’s focus areas in more detail. In 2040, Downtown and Orchard Place will feature a mixture of residential, commercial, and employment uses; a connected grid of “great streets”; and suburban-intensive trans- it-supportive density. Fischer Sand and Aggregate Mining Area and Adjacent Infill Figure 4.2 shows the concept plan for the Fischer Sand and Gravel Mining Area. The master plan, called Orchard Place, designates 262 acres for nonresidential, employment-based use. The 2030 Land Use Plan guided most of this acreage as Mixed Business Campus. The area is intended to be a high quality setting for general office, corpo- rate office, research and development, light man- ufacturing, and office showroom. The City also has a strong desire to attract health facilities with related offices and clinics to this location given market support for this use. The Mixed-Business Campus District provides flexibility for a variety of business/industry clus- ters. As of 2017, the Orchard Place site plan il- lustrates the location of each cluster, and iden- tifies a specific set of land use envisioned for each cluster. The plan sets clear goals for den- sity and floor area ratios (FAR), which establish general parameters to achieve the desired de- velopment. FAR requirements encourage a denser development pattern. In addition to the Fischer Sand and Aggregate reclamation project, infill development will contin- ue in the adjacent Cobblestone Lake area, locat- ed east of Pilot Knob Road. This Planned Devel- opment area is nearing buildout, with construction continuing in 2017. Remaining vacant parcels are planned for multifamily residential development. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update 4-6Land Use Figure 4.2 – Orchard Place Concept CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-7 Economic Development Potential The Metropolitan Council projects that Apple Valley will support 17,100 jobs by 2040, an in- crease of 2,821 from the 2010 Census figure. However, the Economic Development Authority has set a goal of reaching 19,000 jobs. The City recognizes a significant opportunity to cre- ate high-quality jobs and retain local labor, giv- en that most residents currently work in other jurisdictions. With its emphasis on employ- ment-based uses, Orchard Place will substan- tially contribute toward this goal. Consistent with the keys identified as part of Apple Valley’s vision, this employment-focused area will help provide a diversity of living-wage jobs and cre- ate opportunities for the City’s residents to work closer to home. The Mixed Business Cam- pus land use category is intended to accom- modate a mix of approximately 55% to 65% of- fice (⅓ of which would be targeted for health and medical related facilities), 10% to 20% light industry/manufacturing, and 10% office show- room or office warehouse. Because the area also includes other mixed uses, high-density housing and incidental retail and service, uses could also be considered to a limited extent. Transportation Network The Orchard Place plan is centered around two internal collector roads, Johnny Cake Ridge Road and 153rd Street W est/155th Parkway. Johnny Cake Ridge Road bisects the site from north to south, intersecting with 153rd Street West/155th Parkway at a roundabout. These two streets provide the four primary access points to Or- chard Place. They are each spaced approximately ½ mile from other signalized intersections. As the City looks to develop its east-west transit connection along County Road 42, a future transit station is en- visioned at the intersection of County Road 42 and Johnny Cake Ridge Road, at the north entrance to the Orchard Place site. The City will engage the MTVA to develop future transit services. Additional minor accesses are spaced at intervals of ⅛ mile to ¼ mile around the perimeter of the site. The 153rd Street West/155th Parkway route is a vital east-west connection to Downtown. This road is a planned extension of the Ring Route. A gasline easement parallels the road to the south. An internal circulator route complements the primary north/south and east/west routes. Environmental and Recreational Amenities Three large ponds provide on-site storm water man- agement and recreational amenities. The ponds are a practical use for the site, acting to counteract the effects of impervious surface runoff and reducing the amount of fill that is needed for development. Apple Valley’s bedrock geology provides natural storm wa- ter filtration. The ponds are connected through an internal trail system, three bridges, and two plaza/greenspace areas. One grade-separated trail connection is illus- trated across 153rd Street, in the northwest quad- rant of the site. Other midblock trail crossings should be explored. Downtown Downtown Apple Valley is located at the commercial crossroads of Cedar Avenue (CSAH 23/TH 77) and County Road 42. It contains a cluster of large retail uses and some smaller offices and services, as well as key institutions (City Municipal Center), high- density apartments, and some newer mixed-use de- velopment. Having developed largely during the 1970s and 1980s, Downtown was and continues to be primarily auto-oriented. The quadrants surround- ing Cedar Avenue and County Road 42 consist of super-blocks containing big-box stores and large ar- eas of surface parking. The scope of Downtown con- tinues to evolve in form, use, and density. With the development of Central Village and the Fischer Mar- ketplace, Downtown has expanded to the east. The highlighted Downtown Core on Figure 4.1 contains approximately 600 acres. One of the keys of this plan is a successful down- town. Apple Valley envisions a unique, identifiable, and thriving downtown. The building blocks are in place. Downtown is located adjacent to one of the busiest at-grade intersections in the state. It is served by the METRO Red Line Bus Rapid Transit (BRT) service, which connects riders to the central metropolitan region and other destinations. In 1990, the City invested in a series of road, sidewalk, and landscape improvements called the Ring Route; helping to further establish Downtown’s identity and improve access to the area. There are large areas of CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-28 29 •Lighting is limited to parking lot and building illumination designed for customer and em- ployee safety. Building and parking area light- ing shall not be allowed during the time the businesses are closed, except as necessary for safety and security. •Given its proximity to residential areas, hours of operation of the use(s) shall be limited. Industrial and Mixed Business Employment Areas As explained in the Community Context chapter (3), Apple Valley has a relative lack of high wage (above the hourly metro average) job opportuni- ties. Therefore, it is important to designate prop- erty for the creation of jobs and to expand oppor- tunities for people to live and work in Apple Valley. An overarching vision for the land use plan is to provide opportunities for higher-wage businesses and workers to thrive in the City. The land use plan does this by identifying ample areas that could be developed or redeveloped for business and em- ployment purposes, including manufacturing facili- ties, office space, research and development sites, and medical and healthcare facilities. The Indus - trial (IND) and Mixed Business Campus (MBC) districts accommodate many of these uses, and help solidify the City’s economic base. Industrial (IND) Use type examples: Goods manufacturing, processing, and warehousing Industrial (IND) allows offices, assembly, ware- house, manufacturing, and other similar activities within an enclosed building to limit the amount of dust, noise, odor, and other adverse impacts. The current zoning district categories that regulate in- dustrial uses include I-1, I-2, BP and PD. Perfor- mance standards in the Industrial district include the following: •High-quality site design and building materials are expected to be used to promote pleasing off-site views of the development •This land use designation shall not be locat- ed adjacent to residential land uses without a significant buffer, which consists of distance- berming, heavy landscaping, decorative fences/walls, or a combination thereof as de- termined by the area characteristics deemed adequate by the City. Loading and delivery areas shall be screened from off-site views. •Landscaping shall consist of aesthetic treat- ment to provide interruption of long building walls and to soften parking lot areas. •Exterior storage of materials and equipment shall be completely enclosed, or screened from all property lines by a fence or wall. •Heavy freight vehicles are characteristic of uses in this land use category. Space for truck and vehicle maneuvering needs to be planned for these uses. Weekend trip attraction to in- dustrial sites should be minimal. •Driveway access to the development shall be from non-local streets or those designed for primarily non-residential traffic. No direct ac- cess to County Road 42 shall be allowed. •Lighting is limited to parking lot and building illumination designed for employee safety. Mixed Business Campus (MBC) Use type examples: Research and development, office park, and hospital Mixed Business Campus (MBC) areas are in - tended to be high-quality settings for office cam- pus, office with light industrial, office with biomed- ical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the MBC. Some examples of supportive uses include lodging, res- taurants, daycare, banking, and other retail uses CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-29 30 that may support the campus directly as well as adjacent neighborhoods. Such uses should gen- erally be located along County Road 42. The mix of uses in the MBC district includes the following: •55 – 65% office •10 – 20% light industry/manufacturing •10% office warehouse/showroom •5% commercial and retail uses This modeling is further discussed in the Economic Development Chapter (6), which references land use percentages, FAR ratios, and job-creation goals. The Mixed Business Campus is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. The MBC area at Orchard Place will be developed through a site master plan and PUD process. Parks, Institutions, and Open Space Institutions (INST) Use type examples: Schools, religious institu- tions, libraries, and civic buildings. Institutional (INST) districts are public or quasi- public amenities, excluding parks that greatly im- pact the character of the community. Although public uses require public investment or donations and do not generate taxes of their own, the value of these amenities is reflected by increasing the value of surrounding properties. Schools, hospitals, and places of worship give neighborhoods definition. These uses are a source of community pride. They drive residen- tial property values and neighborhood reinvest- ment. Apple Valley citizens are proud of their strong public school system. The largest institu- tion is the Minnesota Zoo, which is an asset for the entire Twin Cities region. Government facili- ties are a prime example of institutional uses. The City Municipal Center, the Dakota County li- brary, the Dakota County Western Services Cen- ter (WSC), and the US post office, etc., should be all concentrated in Downtown Apple Valley to best serve the community. The City seeks to maximize the local benefits of r e- gional park and institutional uses while avoiding ex- pansion or changes in use that have a significant negative impact on adjacent residential properties. Undesirable impacts include traffic, light, and noise. Buffering techniques should be incorporated into the designs of planned institutional and similar land us- es that are located adjacent to residential uses. The implementing zoning districts for institutional properties are the P-Institutional District and the Planned Development (PD) district. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Economic Development 6-10 Figure 6.6 – Dakota County Wage and Employment Comparisons hensive housing policy and transportation plan- ning, as well as economic policy. The Metropolitan Council projects 17,100 jobs and 24,900 households in 2040, for a jobs/household ratio of 0.69. This projection would be a reversal of current trends, which show improving jobs/hous- ing balance. With the addition of a job center in the mixed business campus area, Apple Valley is tar- geting a higher jobs goal – 19,000 jobs – for 2040. This goal reflects the Vision for Apple Valley that seeks to create more local jobs and more jobs with wages capable of sustaining a family and fostering greater economic resilience. Jobs/Housing Balance A key consideration in the planning process is seeking a balance of jobs and housing in Apple Valley. This balance is both in terms of the number of jobs relative to the number of households, as well as the type of jobs relative to the education and interests of Apple Valley residents. Locating a wide range of housing close to employment may shorten commuting distances. High vehicle-miles traveled produces highway congestion and air pol- lution, reduces pavement life, and diminishes lei- sure time. A standard measure of jobs-housing balance is the ratio of jobs to housing units. (This measure is similar as the ratio of jobs to households.) The American Planning Association recommends a ra- tio of 1.3 to 1.7. However, in metropolitan areas where jobs are more regionally allocated, cities demonstrate a range of jobs-housing ratios (See Figure 6.6). From a regional perspective, the high degree of variance indicates that some communi- ties have less than the ideal number of jobs given their number of households, while others have higher employment. This is more a region- al issue than a local one – many communities have an im- balanced supply of housing and jobs. These im- balances should be addressed through compre- Apple Valley seeks to expand job opportuni- ties, prioritizing jobs which pay wages capable of sustaining a family. Commuting Costs The jobs/housing relationship directly impacts quality-of-life. After housing, transportation is the largest cost for most households. The Housing and Transportation (H + T) Index provides a snap- shot of these effects for Apple Valley (Figure 6.7). On average, Apple Valley house- holds spend 27 percent of their income on housing and 20 percent of their income on transportation (for a total of 47 percent). For comparison, Lakeville households spend 53 percent of their income on housing and transportation, while Burnsville households spend only 43 percent of their income 2,500 2.50 2,073 2,000 1,913 2.00 1,500 1.50 $1,197 1,000 899 1,069 $850 $963 1.00 $762 500 0.50 0 0.00 Apple Valley Lakeville Rosemount Burnsville Eagan Establishments 388 $1,1 51 Av e r a g e W e e k l y W a g e / N u m b e r o f E s t a b l i s h m en t s Jo b s p e r H o u s e h o l d CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Economic Development 6-14 with shared interest in economic development and redevelopment. • Work with property owners to address unique development challenges including the mainte- nance, revitalization, and redevelopment of existing buildings and parking lots. • Take advantage of opportunities to use public improvements and private development to en- hance the image and identity of Apple Valley. • Foster private investment and economic activ- ity that supports sustainability and resiliency objectives. • Attract development of regional industr y clus- ters to Apple Valley. • Develop the mixed business campus, Orchard Place, to improve the jobs/housing balance. • Encourage Orchard Place to demonstrate en- ergy efficiency objectives by incorporating re- newable/local energy sources, such as solar, wind biomass on-site or in partnership with Dakota Electric. Economic Development Policies The City seeks to achieve its economic develop- ment goals through application of the following policies: • Actively investigate and pursue opportunities to attract a medical center/campus district and other medical and health care businesses to Apple Valley. • Engage with businesses that create jobs with incomes that can sustain a family. • Develop business partners that share the ob- jective of high-quality, sustainable, efficient development, expansion of the property tax base, match market desires and land use plans of Apple Valley. • Periodically review and amend if necessary the Comprehensive Plan to ensure land re- sources leverage value and employment-pro- ducing. • Encourage and facilitate infill commercial, in- dustrial, and retail development on remaining vacant parcels to ensure the resource is fully utilized. • Encourage and facilitate redevelopment of un- derutilized or distressed properties into viable commercial, industrial, or retail and horizontal and vertical mixed use developments by work- ing with property owners and developers. • Create a medical campus district to encourage and facilitate development of medically related uses such as health services, bioengineering and manufacturing, and transportation or ship- ping supportive facilities. • Work with local businesses and industries in support of expansion strategies where the land resource is fully utilized. • Work with local businesses, Dakota County, and the Minnesota Valley Transit Authority (MVTA) to provide transit services that sup- port the economic development goals of Ap- ple Valley. • Encourage and promote the development of advanced, state-of-the-art telecommunication technology to and within Apple Valley. • Work with service providers to ensure ade- quate supplies and reliable distribution sys- tems for electricity and natural gas and in- creasingly emphasize renewables. • Pursue ways to streamline the development approval process, while still maintaining high quality development standards. • Review new and innovative economic devel- opment incentives for application in Apple Val- ley. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Economic Development 6-15 Implementation Figure 6.8 shows the overall structure of the Eco- nomic Development Strategy. The top of the pyra- mid represents the highest achievements sought. The base of the pyramid represents the founda- tional work that is needed to succeed. The highest goal is to attract new business and industry to Or- chard Place and Downtown. Apple Valley recog- nizes that the framework for sustainable growth emerges from within, often referred to as organic growth over time. Retaining existing businesses and workforce talent is vital to demonstrate local po- tential to prospective employers. Developing within established and emerging clusters will help solidify the economic base and leverage the strengths of the region. Extending the Strategic Plan This chapter introduced six core pillars for eco- nomic development to 2040. To summarize, they are: • Attract large employers • Unify the Downtown • Reinvest in Downtown • Develop connections within the Twin Cities Figure 6.8: Economic Development Strategy Metro and beyond • Support STEM-related businesses and work- force development • Develop economic resilience The following material expands on these themes. 1.Attract large employers primarily in the designated Mixed Business Campus area The biggest economic challenge for Apple Valley is to increase the number of local jobs – specifically, to improve the jobs/household ratio. It is not un- common for a metropolitan economy to produce clusters of employment that benefit some com- munities more than others, especially in suburban areas, resulting in a regional jobs/housing imbal- ance and complex commuting patterns. Because there are regional forces at work, Apple Valley will benefit through intergovernmental collaboration as much as through competition with other com - mu- nities. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Economic Development 6-16 The economic potential of development pro- posals must be evaluated based on the num- ber of jobs that businesses create and the wages they provide. Potential economic development opportunities must be evaluated based on the number of jobs they create – both directly and indirectly – and the wages they provide. The amount of public incen- tives, if they are used to attract new employers or retain existing employers, should reflect these fac- tors. The City will target employers which pay above area median income, especially businesses that are compatible with existing industry clusters or which represent emerging technologies. In the near-term, the City will work to develop re- lationships with commercial, office, and industry partners in the community. Conducting periodic meetings with the largest employers will help the City identify opportunities and threats to its exist- ing jobs base and develop local partnerships. This will help the City improve career development path- ways, such as that used by Uponor, to meet indus- try needs. Another strategy is to expand local em- ployment data, and the application of data, to mon- itor and communicate characteristics of the munic- ipal workforce and local employers. The QCEW provides detailed data regarding the types of jobs that are located within a geography, but not the jobs which are held by the population of that geography. A survey of residents would give the City a clear- er picture of local job resilience and workforce skills. It could also be used to demonstrate local demand for certain industries and cultivate jobs training programs. Orchard Place The long-term goal is to redevelop Orchard Place as a mixed-business employment center. The re- development of this 400-acre sand and gravel mining area will take several years. Strong sys- tems of trails, transit, and parks offer amenity en- hanced environment. The Orchard Place master plan captures this strategy by guiding acreage for open space, water features, pedestrian connec- tions, and the supported network of great streets. Careful attention to preliminary design and promo- tion of the plan will attract larger specialty busi- nesses to the site. The Orchard Place concept plan guides approxi- mately 400 acres for the Mixed Business Campus, supportive commercial rights-of-way, open space, and ponds. Based on historical development with- in the Metropolitan area, it is suggested that at least 40 acres of the Mixed Business Campus be considered for the medical center campus. The Orchard Place concept plan guides approximately 50 acres for the most iconic development to be lo- cated in the northeast corner of the site. Adjacent tracts are illustrated for potential medical-related uses; office, hotel, and commercial/industrial uses. Utilizing FAR to guide development and model development intensity One guiding principle for development intensity is floor area ratio (FAR). Floor-area ratio guides in- tensity by maximizing the amount of total floor space in all buildings on a given site. Within these parameters, developers maintain some flexibility to adjust building height and bulk and fully utilize available land. (Figure 6.9). Intensity increases with more building space and higher FAR. Figure 6.9: FAR Graphic FAR standards regulate density while giving developers greater de- sign flexibility. The City’s FAR guidelines help it project employment density, assess site impacts, and address traffic needs for future development. Employment potential can also be correlated to FAR, since jobs are traditionally measured as the number of employees within a building area. The conceptual plan for Orchard Place includes a range of FAR goals for each land use. Table 6.2 summarizes these goals. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Economic Development 6-17 Table 6.2: FAR Goals for Orchard Place Use FAR Range Corporate Campus 0.25 to 0.35 Medical 0.25 to 0.40 Office 0.25 to 0.35 Industrial 0.30 to 0.45 Commercial Retail 0.18 to 0.30 Hotel 0.35 to 0.50 As of March 2017, the concept plan for Orchard Place retains flexibility for further refinement. The precise acreage for each use and the intensity of development will be further evaluated in coopera- tion with the land owner and the project developer. In the meantime, these numbers are useful for conceptualizing a range of intensity scenarios, re- fining economic development objectives, and de- veloping an understanding of likely traffic impacts and utility needs. If, for example, a 50- acre corpo- rate campus were constructed to 0.35 FAR, there would be 17.5 acres of floor space, or approxi- mately 762,300 square feet. A typical hospital might staff 2.6 employees per 1,000 square feet. Thus, a 50-acre hospital site might support a staff of roughly 1,980 employees. As actual develop- ment potential is determined, Apple Valley can ad- just its FAR and/or acreage assumptions accord- ingly to promote the most efficient use of the Fischer site. The Metropolitan Council projects 17,100 jobs in 2040, with only 1,300 additional jobs from 2020 to 2040. This forecast may prove to be an under- es- timate of both need and opportunity. Instead, Apple Valley would like to increase employment to 19,000 jobs by 2040. It is estimated that the Mixed Business Campus yields about 75 per- cent of the growth in jobs. Upon completion of the Mixed Busi- ness Campus, about 25 percent of all jobs in the City would be located there. Implementing the FAR framework will help the City achieve the desired development intensity – and associated employ- ment growth – for Orchard Place and other sites. If a portion of the site is developed at lower-than- average FAR, then the City knows that the remain- ing space must be developed at a higher intensity to produce the desired jobs outcome. The present marketplace readily builds at .25 to .30 FAR. Building at higher intensities may require the application of financial incentives and/or mod- ifications to City code. 2.Unify Downtown by taking advantage of fu- ture redevelopment opportunities, using Ce- dar Avenue and County Road 42 and transit system improvements as catalysts Downtown is the engine of Apple Valley’s econ- omy. Improvements that unify Downtown, support greater development intensity, and enhance con- nectivity will improve economic potential. Future redevelopment opportunities can be supported by transit and other transportation improvements in the Cedar Avenue corridor and the County Road 42 corridor. The Cedar Avenue Transitway Imple- mentation Plan guides improvements to the Red Line from 2010 to 2040, with five stages for devel- vopment. Stage 1 was completed in 2013 when BRT service was launched, connecting Apple Val- ley to the Mall of America transit station hub. Stage 2 is programmed for 2015-2020 and calls for ex- pansion of the Apple Valley transit station and bi- cycle and pedestrian improvements. Stage 3 is programmed for 2020-2025, and calls for a new station at Palomino Drive with potential Park and Ride expansion. Stages 4 and 5 are scheduled for completion by 2040, with extension to Lakeville. The City is targeting land use and transportation improvements that unify the Downtown and miti- gate the physical barriers presented by traffic vol- ume and multiple lanes of traffic on Cedar Avenue and County Road 42. Enhanced pedestrian con- nections across these thorough- fares, coupled with stronger connections to transit, are sought. The addition of bus rapid transit to the transporta- tion network has already supported several devel- opment projects in the Cedar Avenue transitway. However, significant opportunities remain, espe- cially in the four major quadrants surrounding the intersection of Cedar Avenue and County Road 42 and the expansion of east/west transit services to the mixed business campus in cooperation with Dakota County. Momentum from transit-supportive development and the extension of the Red Line south to Lakeville will eventually influence these superblocks as well. Lid Concept A 2008 study of transit-oriented development in- CITY OF MEMO Public Works TO: Alex Sharpe, AICP, City Planner FROM: Evan Acosta, Assistant City Engineer DATE: January 31, 2025 SUBJECT: Rockport Mixed Use Business Campus Comprehensive Plan Amendment Alex, The following are comments regarding the Rockport Mixed Use Business Campus Comprehensive Plan Amendment. The requested land use changes in the comprehensive plan amendment are directly related to the Technology Park application. The mitigation efforts of the Technology Park project may change the utility demands in the area and will need to be reevaluated prior to development west of Future Johnny Cake Ridge Road, if the land use allocations are more intensive utility users than currently planned. MAXFIELD RESEARCH AND CONSULTING, LLC January 27, 2023 MEMORANDUM (EXECUTIVE SUMMARY) TO: Rockport, LLC FROM: Ms. Mary C. Bujold Maxfield Research and Consulting, LLC RE: Update of Market Conditions for Office and Industrial Space and Land Use Allocations for Mixed-Use/Business Campus Property in Apple Valley, MN Introduction This Executive Summary presents an overview and update of current and long-term market conditions for development and acceptance and absorption of various uses, including those articulated in the City of Apple Valley’s proposed Mixed Use-Business Campus (MU-BC) ordinance for Apple Valley and a broader review of the surrounding communities in the Market Area including Burnsville, Eagan, Lakeville and Rosemount. Based on current and projected market conditions in the Market Area submarket, we comment on the proposed land uses for the Mixed-Use/Business Campus zoning on the Rockport property immediately south of County Road 42 and the proposed land use allocation. Maxfield’s review of the City’s proposed MU-BC Ordinance concludes that the proposed allocations do not coincide with current and/or projected market conditions for office, industrial and commercial uses in Apple Valley or the surrounding northern Dakota County area. Further, based on current and projected future market conditions, the proposed allocations contained in the MU-BC Ordinance for office and industrial uses are not realistic over the next ten years on Rockport’s Property or even the broader Market Study area. In sum, Maxfield concludes that the MU-BC Ordinance as drafted will have a negative development impact on Rockport’s Property, including reducing market interest in the Property, decreasing potential development on the Property, and ultimately reduce Rockport’s expected development opportunities and income. Overall, the MU-BC’s proposed use percentages do not reflect market conditions for development in the area and should be rejected in favor of market uses and trends that are present in Apple Valley and surrounding Market Study Area. Based upon Maxfield’s review of the Market Study Area, the proposed MU-BC Ordinance percentage allocations should be rejected entirely or revised significantly to reflect current and projected market trends. (612) 338-0012 fax (612) 904-7979 2823 Hamline Avenue North, Roseville, MN 55113 www.maxfieldresearch.com MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 2 Office Market Metro Area Summary In 4th Quarter 2022, the direct office vacancy rate rose by 8.7%, accounting for most of the newly vacant space. Sublet space however, rose by a dramatic 33%. Almost all office tenants with leases coming up in 2023 will elect to downsize their footprint. The 4th Quarter 2022 posted a negative absorption of just over 1.5M square feet of space. In 4th Quarter 2022, despite a decline in asking rents, there was still year-over-year rent growth. Class A office vacancy however, particularly in suburban locations rose above Class B and C space. The overall Class A vacancy rate was 15.8% as compared to 12.4% for Class B space and 7.5% for Class C space. There is a concern that declining office building values may lead to a drop in property taxes which loss may then be transferred onto homeowners in Minnesota. Vacancies have spiked upward in response to large users downsizing. Many have chosen to vacate and sublease. No new buildings were delivered and office construction continues to decline. More buildings are up for sale or are having loans debt restructured considering current market conditions. Class A office proposals are down significantly, companies have vacated or not even occupied new space and notices have been placed that some corporate campuses will be downsized and/or redeveloped. Lease transactions in 2022 were down 50% from 2021’s transaction activity which was about 1,200 transactions Metro-wide. The Twin Cities medical office market however, has remained strong throughout the pandemic. The overall market remains very stable with an on-campus vacancy rate of 8.6% and an off- campus rate of 10.6%. There is strong demand for off-campus locations for non-acute care for location access and cost savings. Rents have increased due to continued demand and higher costs for new construction. Providers are focused on expanding close to their customer base, providing full-service medical hubs offering outpatient surgery and specialty services to communities while offering low-cost care away from a hospital campus. Rockport, LLC January 27, 2023 Page 3 According to a recent medical office report, outpatient volumes in Minneapolis are expected to grow by nearly 33% in Minneapolis making it one of the most promising medical office markets in the US. According to conversations with commercial office brokers, some tenants are taking an opportunity to “move-up” in the market to obtain higher quality space at a concession price. While this creates turnover in the market, it is not expected to lead to an increase in new construction of office space for some time. Office users are continuing to sort out their space needs considering the “new workplace.” Although owners are hopeful that the recession will be shallow and that rising unemployment rates will draw works and subsequently, demand back to office buildings, the current return-to- work landscape has not occurred as rapidly as was expected. Tenants are likely to continue to downsize when given the opportunity. Dakota Co Submarket Summary Office vacancy increased substantially in 2022 as more companies downsized or vacated space in the submarket. Class A office vacancy rose to 40% as several large spaces became available and new deliveries went unleased or unoccupied. Companies are placing vacant space on the market to sublet, but with a greater number of smaller users than larger ones, it will take a longer time to absorb vacant space. As mentioned previously, vacancy increased in 2022 in the submarket and negative absorption ranked third among the Twin Cities submarkets behind Minneapolis CBD and the I-494 Corridor. In terms of leasing activity and overall vacancy rates, suburban submarkets are faring better than the central business districts. Some owners are renovating Class C and Class B spaces trying to attract tenants to better quality. This is a difficult balance to achieve given the costs of upgrading and higher interest rates. Between 2021 and now, absorption has consisted primarily of smaller spaces in smaller buildings (less than 60,000 square feet). Many larger buildings remain substantially vacant or entirely vacant. Health care vacancies are much lower than for traditional office space and there has been continued leasing activity in the medical space sector. New medical space is under construction and it is anticipated that new clinics are likely to attract smaller health care tenants that will tap into the traffic generated by the larger clinic. Small health care tenants however are likely to occupancy in-line spaces in retail commercial rather than office space in traditional format buildings. MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 4 Prime Therapeutics, a health care benefits company, which was to have moved into its two new buildings in Eagan, decided it no longer needed the new headquarters considering employees working remote and have decided to place the buildings on the market for sublease. Thompson-Reuters, the largest employer in Eagan, recently announced it is downsizing its corporate office space and will carve up its existing campus to make way for incorporating other uses on the site including residential, industrial and retail space. This will enhance the ability of Eagan to accommodate more space in the city. MAXFIELD RESEARCH AND CONSULTING, LLC $18 $16 $14 $12 $10 $8 $6 $4 $2 $0 Dollars/SF Dakota Co-Office Market vs. Asking Rent Market Rent Asking Rent 40.0 35.0 30.0 25.0 20.0 15.0 10.0 5.0 0.0 In Percent Dakota Co-Office Space Availability and Vacancy Availability Vacancy Rockport, LLC January 27, 2023 Page 5 Industrial Twin Cities Metro The Industrial real estate market in the Twin Cities is moving toward a buyer’s and tenant’s market. Tenant demand for small to mid-size warehouse-distribution spaces continues to exceed supply, but other market challenges such as labor stagnation, rising interest rates and reduced demand from larger users are placing pressure on the constant growth over the last two years. This is placing tenants in a stronger position to negotiate lease terms. Office-showroom space is bearing the brunt of these forces. Vacancies in this segment of the market are struggling to fill as owners and users of flex space experience a wide gap in expectations regarding acceptable lease terms. Much of the office-showroom inventory in the metro was built over 40 years ago. These older properties need improvement to attract tenants away from the competition, but with increased challenges in lending, the proportion of office and warehouse space in these buildings determine their potential upside in the market. Much of the office showroom space in the market has more office finish than what tenants want, therefore placing landlords in a tough position to reduce office space and increase warehouse space while maintaining operational viability. Without improvements, flex space cannot command market rents and rental rates on office showroom space have fallen from the previous quarter. The ongoing demands of more warehouse, less office space and tenant improvements are making economics difficult on both the landlord and tenant sides. MAXFIELD RESEARCH AND CONSULTING, LLC Net Square Feet -100,000 -200,000 -300,000 -400,000 -500,000 400,000 300,000 200,000 100,000 0 Dakota Co-Office Space - Net Absorption Rockport, LLC January 27, 2023 Page 6 Construction of new industrial space continues to push forward in the Metro Area, as opposed to little to no new construction of office space. Seven million square feet of warehouse distribution space is scheduled to deliver in 2023. As a potential recession nears, vacancy rates are expected to rise across the board, and new developments are likely to have competition in vacated older warehouses. Although the Twin Cities Metro Area currently has one of the lowest unemployment rates in the US and the lowest of other larger Midwestern cities such as Chicago, Milwaukee and Des Moines, concern is increasing about the long-term growth of Minnesota’s labor pool. Land prices are falling and, in some cases, by as much as half the value. Despite the drop, land deals are stopping across the market because of the inability to make the economics work. Outdoor storage is still a tight market with high demand, but this use faces significant zoning challenges outside of locations along Highway 13. Rental rate expectations are changing as the market dips and asking rents are increasingly negotiable for landlords to lease up space. Asking rates in office-showroom buildings have dropped by one dollar in the last three quarters of 2022. Office-showroom space was asking for more than $10 per square foot, which rate has now dropped to $9 per square foot. By contrast, Manufacturing and Warehouse/Distribution rental rates rose. The bulk of new construction is warehouse/distribution space still demands a premium as the market for small and mid-sized warehouses continues to tighten. Absorption for warehouse and distribution buildings in 2022 was down 58% and there are fewer larger users looking for space of more than 100,000 square feet. There is concern about the demand for larger warehouse spaces over the next two to three years. Financing new construction is increasingly difficult as supply chain shortages have created extended delays in obtaining the necessary materials and equipment. Although there has been some let up in these shortages, it is not enough to push additional supply into the market. South Central Submarket A survey of market conditions as of the 4th Quarter 2022 for the South Central submarket identified that the industrial/flex space segment of the market remains relatively strong with generally low vacancy rates, although the vacancy rate for office/showroom space has increased to 6.4% from 5.7% back in late 2021. In addition, this segment experienced negative absorption year-to-date. The only industrial space segment to have experienced deliveries in 2022 was the warehouse/distribution segment, which had 462,500 square feet of space open during the period. There is an additional 1,255,416 square feet of warehouse/distribution space under MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 7 construction. There is no pending development of office/showroom or manufacturing space in the submarket and no deliveries in either of these two segments in 2022. Lease rates by industrial segment as of 4th Quarter 2022 were as follows: $9.63 psf – Manufacturing $7.47 psf – Office Showroom $7.44 psf – Warehouse/Distribution Market Rent vs. Asking Rent Asking rents increased over market rents in mid to late 2021 as demand increased. Asking rents dropped off in 2022 as demand slacked off, primarily in the office showroom category, although demand in all segments have dropped. MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 8 As shown below, availability and vacancy climbed in 2022 with availability surging above vacancy. Net Absorption has been mixed but as new deliveries came on board in 2021 and 2022 and economic conditions have faltered, rents have dropped and vacancies have increased. MAXFIELD RESEARCH AND CONSULTING, LLC 200,000 25 150,000 100,000 20 50,000 0 15 (50,000) (100,000) 10 (150,000) (200,000) 5 (250,000) (300,000) 0 Square Feet Vacancy - Percent Dakota Co-Net Absorption, Deliveries, Vacancy Net Absorption Net Deliveries Vacancy Rockport, LLC January 27, 2023 Page 9 Proposed Land Uses and Allocations in the City’s Proposed Ordinance Based on Maxfield’s review of the City’s proposed uses contained in the Mixed Use-Business Campus (MU-BC) Ordinance, the proposed allocations do not coincide with current and/or projected market conditions for office, industrial and commercial uses in Apple Valley or the surrounding northern Dakota County area. Further, based on current and projected future market conditions, the proposed allocations for office and industrial uses are not realistic for the foreseeable future at the designated location and will detrimentally impact development on Rockport’s Property for the foreseeable future. Maxfield specifically reviews the following proposed uses within the context of acceptance and absorption in the Market Study Area:  Corporate offices or headquarters  Research or testing laboratories conducted in a building  Professional offices and offices of a general nature where the operations do not include over-the counter retail sales or warehousing  Marketing and research buildings  Clinics for human care  Hospital  Comprehensive, intensive or full care facility  Hotel  Restaurants, Class I and Class III only  On-sale Wine and/or 3.2% liquor in conjunction with a restaurant facility;  Fitness centers, gyms or athletic clubs when contained within a hotel or office building  Banks and savings and loan  Day care centers  Municipal buildings MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 10  Institutional uses such as a library, swimming pool, church, public school, religious center and community building Regarding current market conditions for these types of uses, many of these uses should be allocated to other commercial districts such as restaurants, banks, day care centers, hotel and health care facilities. Although medical office is expanding in Apple Valley, as reflected by recent development activity, including HealthPartner’s proposed building on a portion of Rockport’s property, these uses are locating in areas adjacent to other commercial retail areas. Generally, these medical office uses prefer areas with high commercial traffic. Clusters are likely, but a large-scale hospital is unlikely to be attracted to Apple Valley as other health care facilities are already in place or will be in place soon. Also, area hospitals are expanding, renovating, and remodeling existing area facilities, which makes it even less likely that a hospital user would be attracted to the area for development of a new hospital building. Based on our recent discussions with real estate professionals in the market, and specific to the Market Study Area, many corporate campuses are downsizing and corporate offices will have a different style and design moving forward. All the market indicator numbers are consistent, with high vacancy rates and negative net absorption, and that is even more acute in the Market Study Area. A number of markets are seeing existing corporate office buildings being converted to or proposed plans to construct corporate office buildings that are shifting to residential, hospitality or commercial uses. Further, the cost to support new corporate headquarters buildings in today’s market is precipitously high, generally requiring significant tax incentives, abatement, or other public money tools to entice developers to consider development in particular areas. Without this public/private partnership, it is extremely unlikely that development of corporate campuses will locate within the Market Study Area, including Apple Valley. Making it even less likely for development of corporate campuses, is the continuing infrastructure considerations, difficulty with access to highways/interstates and traffic concerns in and around the Apple Valley area. Markets fluctuate regularly and City land use considerations should be compatible with adjacent and surrounding land uses and reflect current market trends, market absorption, and development expectations. Specifically in Apple Valley, buildings are anticipated to be filled with small to mid-size users with smaller footprints with compatible and complimentary uses such as commercial, retail, and service type uses that attract people to the area. This is also true of warehouse/distribution space which is seeing an increase in the number of small to midsize users, while office/showroom space (flex) is exhibiting lower demand, unless specific users are identified and the buildings are built to user specifications. MAXFIELD RESEARCH AND CONSULTING, LLC Rockport, LLC January 27, 2023 Page 11 Compatible land use planning should be considered in conjunction with current uses rather than relying on arbitrary proportional allocation by percentage with no consideration for market trends, demands, or development potential. Using arbitrary percentages will likely be rejected by the market and dissuade developers or users from considering Rockport’s Property because of the prospect of increased costs to change zoning or guidance to better reflect expected or anticipated uses on the Rockport Property. Further, market trends and development potential demonstrate that flexible zoning and land use designations will enable the property owner and developers to work together to provide compatible development with surrounding land uses, including on Rockport’s Property. In conclusion, the MU-BC Ordinance must be rejected as drafted and likely revised significantly to properly track with market trends and development potential in Apple Valley, including removing percent allocations and expanding potential permitted uses, and more broadly the Market Study Area. If not, the MU- BC Ordinance will have a detrimental impact on development in Apple Valley and, more specifically, on Rockport’s Property. Maxfield recommends that the City remove from MU-BC Ordinance the percent use allocations entirely and focus on expanding permitted uses to reflect current market trends, absorption, and development expectations. Expanding permitted uses will provide the necessary market flexibility to capture market trends and development Rockport’s Property at the highest and best use for Apple Valley and the Market Study Area. MAXFIELD RESEARCH AND CONSULTING, LLC 1 Alex Sharpe From:Community Development Sent:Thursday, January 9, 2025 1:35 PM To:Tim Benetti; Alex Sharpe; Sydnee Stroeing Subject:FW: Comment on proposed amendments to The Rockport LLC sand and gravel mining area See below. Breanna Vincent | Planning Department Assistant (952) 953-2575 breanna.vincent@applevalleymn.gov www.applevalleymn.gov 7100 147th Street W. | Apple Valley, MN 55124 From: Sent: Thursday, January 9, 2025 1:21 PM To: Community Development <commdev@AppleValleyMN.gov> Subject: Comment on proposed amendments to The Rockport LLC sand and gravel mining area CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. City of Apple Valley Community Development Department Good afternoon and thank you for the opportunity to provide comment on the proposed amendments to The Rockport LLC sand and gravel mining area and Mixed Business Campus in advance of the hearing scheduled for January 15, 2025. We are homeowners adjacent to the parcel for which the amendment to the land use is proposed, as owners of 15233 Florist Circle, Apple Valley, MN 55124. As homeowners next to the proposed land use change, we would like to provide our comments and discontent with the proposed changes. Our neighborhood is residential and very family oriented. There are many elementary and secondary school children living in the neighborhood and who walk to bus stops and to the pool within our community. When we purchased this property, that family, residential feel was a major reason we selected this neighborhood. This amendment to the land use of the adjacent property concerns us, in that an increase from a majority office use to industrial use would impact the quality of life in our neighborhood. You don't often get email from Learn why this is important 2 The increase of industrial development would likely bring more noise, pollutants, and large truck traffic to our community. We purchased this home with the understanding that the adjacent property was zoned for mostly office space. I understand the notice mentions that after COVID the demand for office space decreased, however more and more employers are requiring staff to come back into the office, and the pendulum appears to be swinging back toward in office work for many businesses. Please consider the community and adjacent homeowners and do not amend the land use to allow for an increase in industrial use of this property. The neighborhood is more appropriate for office, retail or residential use. We previously lived in Rosemount, MN and are very familiar with the community concerns surrounding the refinery and industrial areas by homeowners there. We are very disappointed to be faced with a potential increase in industrial land use to be permitted next door to our property in Apple Valley. This proposed amendment in land use would negatively impact the nature of our neighborhood and our property values. Thank you, Rebecca Arsenault Herize Luis Herize Lopez 1 Breanna Vincent From:Denise Siewert <dsiewert68@hotmail.com> Sent:Monday, January 27, 2025 11:51 AM To:Community Development Subject:Rockport LLC Hearing CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. To whom it may concern, I have received notice of the hearing and I am unable to attend. I wanted to point out that there is an active Eagles nest in the area in or next to the property being discussed. The nest is in a tree on the boundary of the quarry and Regatta Park. It is a young nest that I had the pleasure of watching the Eagles build. I wanted to make sure that the city was aware as I believe that is where the eventual expansion of 155 th street will be. We enjoy being able to watch the eagles and photograph them. We just want to be sure that the appropriate actions are taken to protect them. Denise Siewert 15579 Finch Ave You don't often get email from dsiewert68@hotmail.com. Learn why this is important Advocating for practices that preserve the environment avecoadvocates@gmail.com February 1, 2025 Apple Valley City Council Members Apple Valley Planning Commission Apple Valley City Administrator Apple Valley Community Development Director The Fischer Family Rockport, LLC Senator Erin Maye Quade Rep. Robert Bierman Rep. John Huot State and City Leaders, Commissioners, and Property Representatives, Apple Valley Eco Advocates (AVEA) is a community-based volunteer organization whose members are actively restoring and maintaining natural spaces in local parks, providing outreach on sustainable practices, and advocating in the public, business, and private sectors to promote sustainability for a resilient community. As President of AVEA and a resident of Apple Valley and Minnesota, I am writing to you about data centers. According to the City of Apple Valley’s website, a technology center with a total of five data center structures is proposed at the Orchard Place development. Our neighbors in Rosemount, Farmington, Eagan, and Hampton are in various stages of developing their own data centers. While such developments bring technological advancement and economic growth, it is essential to carefully assess and mitigate their potential impacts on the community and environment. I appreciate recent efforts at the legislative level with HF 245 to restrict data center development to industrial zones under a Conditional Use Permit (CUP). This is a fair approach to allow public input on the data centers coming into their neighborhoods. Minnesotans have made significant investments in clean energy. It is vital that our progress towards net-zero carbon emissions by 2050 and 100% carbon-free electricity by 2040 is not compromised by high-energy land use. I attended the January 15th Planning Commission Meeting, and I appreciate the thoughtful questions and careful consideration shown by the Commissioners to the requested changes to the 2040 Comprehensive Plan. It was clear to me that the decision makers are concerned about our community with this high-energy, large-scale proposed development being presented for approval. With a significant number of data centers proposed in Dakota County, the concern is mounting over how to meet the incredible amount of energy required to operate so many facilities in a condensed geographic area, while also supporting clean energy initiatives in other sectors such as transportation and building heating/cooling. A second concern with data center development is the environmental impact of the facility’s cooling method. To reduce energy consumption for cooling, some data centers pull water from groundwater aquifers. The DNR’s response to the AUAR 2024 Update highlighted this concern we share – it is unknown what impact multiple data centers, located in the same general area and fed by the same aquifer, will have on the community’s drinking water supply. The Met Council projects significant reduction in stormwater infiltration due to urbanization by 2040 (Page 30: Met Council Water Supply Planning). I appreciate that the AUAR 2024 Update includes more robust water reuse strategies with the addition of water storage tanks and with an enlarged volume of holding water in the stormwater ponds. Water harvesting and greywater systems are integral to include in development to ensure communities have access to safe and healthy drinking water with our region’s projected decline in water infiltration due to urbanization. Advocating for practices that preserve the environment avecoadvocates@gmail.com In the City of Apple Valley’s 2040 Comprehensive Plan, it emphasizes the importance of sustainable growth, water conservation, renewable energy integration, and habitat preservation. To ensure that the Orchard Place development aligns with community and environmental priorities, we respectfully ask: 1. Whether a data center or other development is built at Orchard Place, integrate sustainable energy systems and energy- efficient technologies to minimize grid impact and to support Minnesota’s zero-carbon commitments. 2. Whether a data center or other development is built at Orchard Place, integrate sustainable water systems that protect and conserve our drinking water, and reduce wastewater generation. 3. Whether a data center or other development is built at Orchard Place, integrate native grassland and tallgrass prairie into the site to help support the Rusty Patched Bumblebee and other pollinators. Minnesota residents and businesses have stepped up for our environment by investing in net-zero carbon initiatives. With the unprecedented climate realities we are currently experiencing – intense rains and flooding impacts, periods of drought and dangerous heat waves, increased number of poor air quality days, more intense and destructive wildfires – we cannot backtrack on our progress towards clean energy. It is vitally important that the commitment to 100% carbon -free electricity by 2040 not be compromised in the name of data centers. Attached to this letter is more information on the impact data centers have on the environment, and potential strategies to consider in mitigating those impacts, as Minnesota contemplates more of these developments. We urge all stakeholders to prioritize sustainability measures in the Orchard Place project to ensure a harmonious integration of this project into our community and ecosystem. Thank you for considering these recommendations. We look forward to the continued work of the legislature to protect our communities and their environments, and we welcome an Orchard Place that reflects the values of our livable community here in Apple Valley. Sincerely, Cindi Dayus Cindi Dayus Apple Valley Eco Advocates President Advocating for practices that preserve the environment avecoadvocates@gmail.com Key Environmental Issues Associated with Data Centers and Potential Mitigation Strategies Until technological innovations are developed to reduce energy consumption of data centers, a region-wide Comprehensive Plan would help guide decision makers on the impact of multiple data centers concentrated in close geographic proximity. • Energy Consumption: Data centers are among the largest consumers of energy globally, with a typical facility consuming 50 to 100 MW annually—equivalent to powering tens of thousands of homes (https://energyinnovation.org/expert-voice/how- much-energy-do-data-centers-really-use/). Without sustainable energy strategies, reliance on fossil fuels exacerbates carbon emissions and strains the energy grid. Failing to implement sustainable energy strategies in data center operations can hinder Minnesota's renewable energy goals by increasing the demand for non-renewable energy sources. This not only counteracts efforts to transition to clean energy but also contributes to higher greenhouse gas emissions, undermining the State's commitment to achieving net-zero carbon emissions by 2050 and 100% carbon-free electricity by 2040. Sustainable Energy Strategies: • Renewable Energy Integration: Renewable energy options are just one component of a sustainable energy strategy to support Minnesota's renewable energy and carbon reduction goals. Data centers could invest in renewable energy production, coupled with battery storage, to reduce grid reliance (https://www.whitecase.com/low carbon data center). • Heat-to-Power Conversion: Waste heat from servers can be reused (https://datafloq.com/waste heat usage). • Water Usage: Traditional water-cooled systems consume millions of gallons annually, often pulling from drinking water aquifers. This not only reduces local water availability but also generates wastewater requiring municipal water treatment. Water Conservation Strategies: • Closed-Loop Cooling Systems: These systems recycle water within the facility, significantly reducing water consumption and wastewater generation (https://www.datacenterknowledge.com/closed loop cooling). • Liquid Immersion Cooling: In this method, servers are submerged in a thermally conductive but electrically insulating liquid. This approach drastically reduces water usage and can improve cooling efficiency by directly managing heat at the component level (https://datacenters.lbl.gov/liquid-cooling). • Direct-to-Chip Cooling: This technology uses liquid-cooled plates attached directly to server chips to transfer heat away. Direct-to-chip cooling minimizes water use and is significantly more efficient than traditional air cooling (https://www.datacenterknowledge.com/direct chip cooling). CITY OF MEMO Public Works TO: Tim Benetti, Community Development Director FROM: Evan Acosta, Assistant City Engineer DATE: March 28, 2025 SUBJECT: Rockport Mixed Use Business Campus Comprehensive Plan Amendment Tim, The following are comments regarding the Rockport Mixed Use Business Campus Comprehensive Plan Amendment. The City Engineer provided a memo to the applicant on 3/13/2025 requesting additional materials to complete the City’s review. The remaining materials to be submitted and reviewed are: • Additional escrow funds to complete various engineering review tasks (separate correspondence from Tim Benetti to Oppidan) • Photometric plan with construction (temporary) light conditions • Information requested for noise study review: o Provide additional detail from the baseline conditions monitoring - hourly L10 and L50 values if available, in particular nighttime 1-hour L50 values. (The report currently rolls those up into combined 24-hour values for L10 and L50) o Provide an anticipated generator maintenance testing schedule/frequency/duration. o Figures 4-6: Provide alternate figure versions zoomed out to include the modeled noise footprint out to ~40 dBA, and/or the underlying GIS layer(s) for the modeled noise contours. Relatedly, could they please confirm the plotted contour tiers are 5 dBA intervals. o Provide a shapefile for information contained in Figure 2 of the Stormwater Management Memorandum (12/17/2024). • Provide renderings or architectural drawings with dimensions of all proposed above ground surge tanks and water storage tanks The requested land use changes in the comprehensive plan amendment are directly related to the Technology Park application. The above listed information is necessary to complete engineering review of both the comprehensive plan amendment and the Technology Park. Water Usage – Current Conditions Under the current (in effect) 2040 Comprehensive Guide, the City identified that it will need to supply 19.1 Million Gallons per Day (MGD) of treated water. The current treatment limitations of iron and manganese will require infrastructure improvements to reach the 19.1 MGD, which the City is responsible for achieving. Similarly, the City is committed to the treatment of PFAS up to 19.1 MGD. Comprehensive Plan Amendment Scenarios The City utilized a hydraulic modeling consultant, AE2S, to complete advanced modeling of its water and sanitary sewer system to analyze the impacts of the proposed land use changes. A number of scenarios are present in the modeling and they are summarized below: Scenario 1: Comprehensive Plan -2040: Calculations based on the 2040 Comprehensive Plan land use allocations Scenario 2: Without Data Center: Calculations based on actual constructed uses, where feasible, and 2040 Comprehensive Plan allocations where development has not yet occurred. Scenario 3: With Data Center: Calculations based on the Technology Park site plan on the east side of Future Johnny Cake Ridge Road with 2040 Comprehensive Plan allocations on the west side of Future Johnny Cake Ridge Road Scenario 4: Data Center + Data Center East of JCRR: Calculations based on the Technology Park site plan on the east side of Future Johnny Cake Ridge Road with a future data center occupying a portion of the MBC land use area on the west side of Future Johnny Cake Ridge Road (See exhibit 4A). Alternate Scenarios: Additional scenarios were modeled to benchmark the differences between the 2040 Comprehensive Plan and the current application. These are included in the technical memorandums. Water Usage – Comprehensive Plan Amendment The City utilized a hydraulic modeling consultant firm, AE2S, to complete advanced modeling of its water system to analyze the impacts of the proposed land use changes. The specific site information for the Technology Park site plan was used for the area East of future Johnny Cake Ridge Road. Water intensive potential uses were modeled on the west side of future Johnny Cake Ridge Road. The findings from water modeling are attached in a Technical Memorandum and the results are summarized below. As highlighted in the table above, the water modeling indicates that future buildout under the proposed comprehensive plan amendment would exceed the 2040 Comprehensive Plan water treatment capacity. Mitigation will be required to achieve the proposed land use allocations. (gpd)(gpm)(gpd)(MGD) 1,166,784 NA NA 19,090,000 19.1 Scenario 2: Without Data Center 1,207,471 40,687 28.3 19,130,687 19.1 Scenario 3: With Data Center 1,426,927 260,144 180.7 19,350,144 19.4 1,604,047 437,263 303.7 19,527,263 19.5 Required WTP Capacity Water System Maximum Day Demand (MDD) (gpd)Planning Scenario Difference Scenario 1: Comprehensive Plan - 2040 Scenario 4: Data Center + Data Center east of JCRR Sanitary Sewer Usage – Comprehensive Plan Amendment The City utilized a hydraulic modeling consultant firm, AE2S, to complete advanced modeling of its sanitary sewer system to analyze the impacts of the proposed land use changes. The specific site information for the Technology Park site plan was used for the area East of future Johnny Cake Ridge Road. Sewer intensive potential uses were modeled on the west side of future Johnny Cake Ridge Road. The findings from the modeling are attached in a Technical Memorandums and the results are summarized below. The sewer modeling indicates that the sewer system at full buildout under the proposed comprehensive plan amendment would exceed the 2040 Comprehensive Plan Numbers. Mitigation may be required to reduce peak sewer flows. Profiles are attached within the Technical Memorandum for a graphical view of the surcharge risk in each scenario. Peak Hourly Flow (PHF) (gpd)Difference Average Day Flow (ADF) (gpd)Difference (gpd)(gpm)(gpd)(gpm) 1,405,677 NA NA 390,466 NA NA Scenario 2: Without Data Center 1,534,452 128,775 89.4 438,415 47,949 33.3 Scenario 3: With Data Center 1,783,233 377,556 262.2 964,787 574,321 398.8 1,966,077 560,400 389.2 1,301,938 911,472 633.0 Planning Scenario Wastewater System Scenario 1: Comprehensive Plan - 2040 Scenario 4: Data Center + Data Center east of JCRR Page 1 of 8 Technical Memorandum To: Brandon Anderson, PE, City Engineer City of Apple Valley From: Brian Weiss, PE, Hydraulic Modeling Engineer AE2S Re: Orchard Place Development – Wastewater Sewer System Analysis Date: March 25, 2025 Background This analysis consists of evaluating the impacts to the Apple Valley sanitary sewer system based on current and proposed development within the Orchard Place Development. Figure 1 shows the boundary of the planning area considered in this analysis. This analysis includes the following scenarios: Scenario 1: Comprehensive Plan 2040 Scenario 2: Without Data Center – current landuse and layout areas Scenario 3: With Data Center Scenario 4: With Two Data Centers Scenario 5: MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Figure 1: Planning Area Boundary Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 2 of 8 Wastewater Sewer Flows Table 1: Summary of Wastewater Sewer Flows for Each Scenario Planning Scenario Wastewater System Peak Hourly Flow (PHF) (gpd) Difference Average Day Flow (ADF) (gpd) Difference (gpd) (gpm) (gpd) (gpm) Scenario 1: Comprhensive Plan - 2040 1,405,677 NA NA 390,466 NA NA Scenario 2: Without Data Center 1,534,452 128,775 89.4 438,415 47,949 33.3 Scenario 3: With Data Center 1,783,233 377,556 262.2 964,787 574,321 398.8 Scenario 4: Data Center + Data Center east of JCRR 1,966,077 560,400 389.2 1,301,938 911,472 633.0 Scenario 5: MBC replaced with Medium Density Residential 1,821,589 415,913 288.8 535,762 145,296 100.9 Scenario 6: MBC replaced with Low Density Residential 1,169,437 - 236,240 -164.1 324,844 -65,622 -45.6 Scenario 1: Comprehensive Plan -2040 Table 2: Scenario 1 Sewer Flows N/A - 1.00 - DATA CENTER - Domestic N/A - 3.60 - N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 3.60 - 164.5 1,500 N/A 246,802 3.60 888,486 40.7 2,000 N/A 81,444 3.60 293,200 2,000 N/A - 3.60 - 2,000 N/A - 3.60 - 2,000 N/A - 3.60 - 2,000 N/A - 3.60 - N/A - 3.60 - N/A - 3.60 - N/A - 3.60 - N/A - 3.60 - 33.8 630 N/A 21,303 3.60 76,691 N/A - 3.60 - 20.9 1,960 N/A 40,917 3.60 147,300 30.4 N/A N/A N/A N/A 35.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 326.0 390,466 1,405,677 PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL OFFICE Scenario 1: Comprehensive Plan - 2040 LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Peak Hourly Flow (PHF) (gpd) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 3 of 8 Figure 2: Layout of Scenario 1 – Comprehensive Plan - 2040 Scenario 2: Updated Planning without Data Center Table 3: Scenario 2 Sewer Flows N/A - 1.00 - DATA CENTER - Domestic N/A - 3.50 - N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 3.50 - 162.2 1,400 N/A 227,142 3.50 794,999 13.7 400 N/A 5,491 3.50 19,219 1,400 N/A - 3.50 - 550 N/A - 3.50 N/A 70 N/A - 3.50 N/A 2,100 N/A - 3.50 N/A 1,400 N/A - 3.50 N/A 1,400 N/A - 3.50 - 1,400 N/A - 3.50 - 1,400 N/A - 3.50 - 24.9 700 N/A 17,409 3.50 60,931 28.1 2,000 N/A 56,296 3.50 197,036 3.8 2,800 N/A 10,511 3.50 36,788 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 5,480 3.50 19,180 12.1 N/A 18,017 3.50 63,061 33.8 N/A 86,568 3.50 302,988 7.3 N/A 7,500 3.50 26,250 3.8 N/A 4,000 3.50 14,000 356.9 438,415 1,534,452 PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL OFFICE Scenario 2: Future Planning - Without Data Center LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Peak Hourly Flow (PHF) (gpd) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 4 of 8 Figure 3: Layout of Scenario 2 – Updated Planning without Data Center Scenario 3: Updated Planning with Data Center Table 4: Scenario 3 Sewer Flows N/A 650,000 1.00 650,000 DATA CENTER - Domestic N/A 6,075 3.60 21,870 73.5 N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 3.60 - 69.6 1,400 N/A 97,440 3.60 350,782 13.7 400 N/A 5,491 3.60 19,769 1,400 N/A - 3.60 - 550 N/A - 3.60 - 70 N/A - 3.60 - 2,100 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 24.9 700 N/A 17,409 3.60 62,671 28.1 2,000 N/A 56,296 3.60 202,666 3.8 2,800 N/A 10,511 3.60 37,839 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 5,480 3.60 19,728 12.1 N/A 18,017 3.60 64,863 33.8 N/A 86,568 3.60 311,645 7.3 N/A 7,500 3.60 27,000 3.8 N/A 4,000 3.60 14,400 356.9 964,787 1,783,233 PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) Peak Hourly Flow (PHF) (gpd) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL Scenario 3: Future Planning - With Data Center LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 5 of 8 Figure 4: Layout of Scenario 3 – Updated Planning with Data Center Scenario 4: Data Center and Data Center east of JCRR Table 5: Scenario 4 Sewer Flows N/A 650,000 1.00 650,000 DATA CENTER - Domestic N/A 6,075 3.60 21,870 73.5 N/A 396,500 1.00 396,500 DATA CENTER - Domestic - East of JCRR 45.0 N/A 3,700 3.60 13,320 24.6 1,400 N/A 34,391 3.60 123,807 13.7 400 N/A 5,491 3.60 19,769 1,400 N/A - 3.60 - 550 N/A - 3.60 - 70 N/A - 3.60 - 2,100 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 24.9 700 N/A 17,409 3.60 62,671 28.1 2,000 N/A 56,296 3.60 202,666 3.8 2,800 N/A 10,511 3.60 37,839 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 5,480 3.60 19,728 12.1 N/A 18,017 3.60 64,863 33.8 N/A 86,568 3.60 311,645 7.3 N/A 7,500 3.60 27,000 3.8 N/A 4,000 3.60 14,400 356.9 1,301,938 1,966,077 PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL OFFICE Scenario 4: Future Planning - Two Data Centers LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Peak Hourly Flow (PHF) (gpd) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 6 of 8 Figure 5: Layout of Scenario 4 – Data Center and Data Center east of JCRR Scenario 5: MBC replaced with Medium Density Residential Table 6: Scenario 5 Sewer Flows N/A - 1.00 - DATA CENTER - Domestic N/A - 3.40 - N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 3.40 - 0.0 1,400 N/A - 3.40 - 13.7 400 N/A 5,491 3.40 18,670 1,400 N/A - 3.40 - 550 N/A - 3.40 N/A 70 N/A - 3.40 N/A 2,100 N/A - 3.40 N/A 1,400 N/A - 3.40 N/A 1,400 N/A - 3.40 - 1,400 N/A - 3.40 - 1,400 N/A - 3.40 - 24.9 700 N/A 17,409 3.40 59,190 190.4 2,000 N/A 380,785 3.40 1,294,670 3.8 2,800 N/A 10,511 3.40 35,737 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 5,480 3.40 18,632 12.1 N/A 18,017 3.40 61,259 33.8 N/A 86,568 3.40 294,331 7.3 N/A 7,500 3.40 25,500 3.8 N/A 4,000 3.40 13,600 356.9 535,762 1,821,589 PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL OFFICE Scenario 5: Future Planning - MBC replaced with MD Residential LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Peak Hourly Flow (PHF) (gpd) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 7 of 8 Figure 6: Layout of Scenario 5 – MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Table 7: Scenario 6 Sewer Flows N/A - 1.00 - DATA CENTER - Domestic N/A - 3.60 - N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 3.60 - 0.0 1,400 N/A - 3.60 - 13.7 400 N/A 5,491 3.60 19,769 1,400 N/A - 3.60 - 550 N/A - 3.60 N/A 70 N/A - 3.60 N/A 2,100 N/A - 3.60 N/A 1,400 N/A - 3.60 N/A 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 1,400 N/A - 3.60 - 187.1 700 N/A 130,980 3.60 471,528 28.1 2,000 N/A 56,296 3.60 202,666 3.8 2,800 N/A 10,511 3.60 37,839 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 5,480 3.60 19,728 12.1 N/A 18,017 3.60 64,863 33.8 N/A 86,568 3.60 311,645 7.3 N/A 7,500 3.60 27,000 3.8 N/A 4,000 3.60 14,400 356.9 324,844 1,169,437 PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) DATA CENTER DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE COMMERCIAL INDUSTRIAL OFFICE Scenario 6: Future Planning - MBC replaced with LD Residential LAND USE Area (ac)Average Day Flow (gpd/ac) Usage per Unit (gpcd) Average Day Flow (ADF) (gpd) Peaking Factor (ADF to PHF) Peak Hourly Flow (PHF) (gpd) Technical Memorandum Orchard Place Development – Wastewater Sewer System Analysis March 25, 2025 Page 8 of 8 Figure 7: Layout of Scenario 6 – MBC replaced with Low Density Residential System Analysis Analysis was completed for the following scenarios and provide information on sewer layout and hydraulic profile for pertinent sections of sewer main. Exhibits and figures are attached that show the results of the analysis. Scenario 1: Comprehensive Plan 2040 Scenario 2: Without Data Center – current landuse and layout areas Scenario 3: With Data Center Scenario 4: With Two Data Centers Scenario 5: MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 11 C 4 MBU 18 LD 1 MBU 26 C 5 MBU20 MBU 21 PARK 12 PARK 17 LD 16 HD 28 MBU 3 MBU 24 MBU 19 MBU 6 MBU 27 MBU 15 HD 7 POND 9 PARK 2 MBU 23 POND 22 POND 13 POND 8 POND 25 HD 14 POND 10 PARK 8" 12 " 12" 8 " 12" 12" 12" 8" 12" 8 " 12" 12" 12 " 8" 12" 8 " 12 " 12" 12" 8" 8" 12" 12" 12 " 12 " 8" 8" 12" 8" 12" 8" 12" 8" 8" 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 1 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 1 Comprhensive Plan - 2040\Exhibit 1 - Scenario 1 - Comprhensive Plan -2040.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 1 BASED ONCOMPREHENSIVEPLAN 2040 Scenario 1 Comprhensive Plan -2040 Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 1 Comprhensive Plan –2040 Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 1 Comprhensive Plan –2040 Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 1 Comprhensive Plan –2040 Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 1 Comprhensive Plan –2040 Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 1 Comprhensive Plan –2040 Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 6 C 1B MBC 12 LD 1A MBC 22 ROW 8 MD 1C MBC 15 MBC 19 MBC 4 MBC 13 MBC 16 MBC18 C 14 OPEN SPACE 9 LD 20 MBC 1D OPEN SPACE 21 C 3 SubST 2 MBC 10 LD 17 HD 7 MD 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE 8" 12 " 12" 8 " 12" 12" 8" 12" 8 " 12" 12" 12 " 8" 12" 8 " 12 " 12" 12" 8" 8" 12" 12" 12 " 12 " 8" 12" 8" 12" 8" 12" 8" 8" 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 2 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 2 Without Data Center\Exhibit 2 - Scenario 2 - Without Data Center.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 2 UPDATED PLANNINGWITH NO DATACENTER Scenario 2 Updated Planning without Data Center Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 2 Updated Planning without Data Center Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 2 Updated Planning without Data Center Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 2 Updated Planning without Data Center Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 2 Updated Planning without Data Center Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 2 Updated Planning without Data Center Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 6 C 12 LD 22 ROW 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 15 MBC 19 MBC 4 MBC 13 MBC 16 MBC18 C 14 OPEN_SPACE 9 LD 2 C 20 MBC21 C 3 SubST 10 LD 17 HD 7 MD 5 OPEN_SPACE 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE 8" 12 " 12" 12" 12 " 8 " 12 " 8" 12" 12" 12" 12" 12"12" 12" 8" 12"12" 8" 8" 12" 8" 12" 12 " 12" 8" 12 " 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 3 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 3 With Data Center\Exhibit 3 - Scenario 3 - With Data Center.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 3 UPDATED PLANNINGWITH DATA CENTER Data Center Flow = 0.34 MGD Data Center Flow = 0.31 MGD Scenario 3 Updated Planning with Data Center Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 3 Updated Planning with Data Center Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 3 Updated Planning with Data Center Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 3 Updated Planning with Data Center Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 3 Updated Planning with Data Center Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 3 Updated Planning with Data Center Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 6 C 12 LD 22 ROW 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 19 MBC 4 MBC 18 C 14 OPEN_SPACE 9 LD 2 C 20 MBC21 C 15 DATA_CENTER 3 SubST 13 DATA_CENTER 16 DATA_CENTER 10 LD 17 HD 7 MD 5 OPEN_SPACE 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE 8" 12 " 12" 12" 12 " 8 " 12 " 8" 12" 12" 12" 12" 12"12" 12" 8" 12"12" 8" 8" 12" 8" 12" 12 " 12" 8" 12 " 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 4 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 4 Data Center + Data Center east of JCRR\Exhibit 4 - Scenario 4 - DataCenter and Data Center east of JCRR.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 4 DATA CENTER &DATA CENTER EASTOF JCRR Data Center Flow = 0.34 MGD Data Center Flow = 0.31 MGD Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 4 Data Center and Data Center east of JCRR Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 6 C 1B MD 1A MD 12 LD 22 ROW 8 MD 1C MD 15 MD 19 MD 13 MD 16 MD 4 MBC 18 C 20 MD 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 10 LD 17 HD 7 MD 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE 8" 12 " 12" 8 " 12" 12" 8" 12" 8 " 12" 12" 12 " 8" 12" 8 " 12 " 12" 12" 8" 8" 12" 12" 12 " 12 " 8" 12" 8" 12" 8" 12" 8" 8" 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 5 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 5 MBC replaced with Medium Density Residential\Exhibit 5 - Scenario 5 -MBC replaced with MD Residential.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 5 MBC REPLACEDWITH MEDIUMDENSITYRESIDENTIAL Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 5 MBC replaced with Medium Density Residential Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 157th St Fjo r d A v e 153rd St 151st St 156th StFlight Ln Flight Way 154th St W 156th St W 157th St W 158th St Fl o a t C t Florist Cir F l o a t L n F o g h o r n L n Florence Trl F l a c k w o o d A v e Co Rd 9 F l a c k w o o d W a y F l y b o a t L n Dodd Blvd Fla n C t Fl o w e r W a y F l a g s t a f f A v e Jo h n n y C a k e R d 149th St W Fl o r e t W a y F l o w e r W a y 157th St W Fl a g s t a f f A v e 8" 12" 15 " 30 " 10 " 14 " 6" 8"8" 8" 8" 8" 8 " 14 " 8 " 8" 8" 8" 8" 8" 8 " 8" 14 " 8" 8 " 30" 8" 8" 8 " 8" 30 " 8" 30" 8" 8"8" 8" 8"8" 8" 12" 8" 8" 8" 8" 8" 8" 8" 12 " 3 0 " 8" 8" 8" 8" 8" 8" 8 " 8" 8" 15 " 8" 6" 8" 10 " 8" 8"8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8 " 8" 8"12" 8" 8" 8"8" 8" 8 " 8 " 12" 8" 8" 8" 14 " 6" 10 " 10 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 12 " 8" 8" 8 " 8" 30" 8" 8" 8 " 30 " 8" 8" 30 " 30" 8" 8 " 30 " 8" 8"8 " 8" 8" 8 " 8 " 8" 8"12 " 8" 8" 8 " 14 " 30" 8" 6" 30" 8" 8" 12" 8" 8" 30" 8" 30" 30" 8" 8" 8" 8" 8 " 8" 8" 8" 1 2 " 8" 8" 8" 8" 8 " 8" 8" 8" 8" 6 C 1B LD 1A LD 12 LD 22 ROW 8 MD 1C LD 15 LD 19 LD 13 LD 16 LD 4 MBC 20 LD 18 C 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 10 LD 17 HD 7 MD 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE 8" 12 " 12" 8 " 12" 12" 8" 12" 8 " 12" 12" 12 " 8" 12" 8 " 12 " 12" 12" 8" 8" 12" 12" 12 " 12 " 8" 12" 8" 12" 8" 12" 8" 8" 12" Existing Sewer 8-inch 9-inch 10-inch 12-inch 14-inch 15-inch 18-inch 21-inch 24-inch 27-inch 30-inch 33-inch Date: 3/26/2025 Exhibit 6 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Sanitary Sewer System\Miscellaneous Analysis\Orchard Place - Analysis -2024\Updated Analysis - 2025 March 25\Scenario 6 MBC replaced with Low Density Residential\Exhibit 6 - Scenario 6 - MBCreplaced with LD Residential.mxd CONCEPTUAL SEWERLAYOUT SCENARIO 6 MBC REPLACEDWITH LOW DENSITYRESIDENTIAL Scenario 6 MBC replaced with Low Density Residential Profile of sewer along JCRR from Co Rd 46 to 157th St Highlighted – sewer profile below Scenario 6 MBC replaced with Low Density Residential Profile of sewer along 157th St from JCRR to English Ave Highlighted – sewer profile below Scenario 6 MBC replaced with Low Density Residential Profile of sewer along English Ave from Data Center to 157th St Highlighted – sewer profile below Scenario 6 MBC replaced with Low Density Residential Profile of sewer along JCRR from Data Center to 157th St Highlighted – sewer profile below Scenario 6 MBC replaced with Low Density Residential Profile of sewer along 153rd St from Flagstaff Ave to JCRR Highlighted – sewer profile below Scenario 6 MBC replaced with Low Density Residential Profile of sewer along 151st St from Flagstaff Ave to JCRR Highlighted – sewer profile below Page 1 of 8 Technical Memorandum To: Brandon Anderson, PE, City Engineer City of Apple Valley From: Brian Weiss, PE, Hydraulic Modeling Engineer AE2S Re: Orchard Place Development – Water System Analysis Date: March 25, 2025 Background This analysis consists of evaluating the impacts to the Apple Valley water system based on current and proposed development within the Orchard Place Development. Figure 1 shows the boundary of the planning area considered in this analysis. This analysis includes the following scenarios: Scenario 1: Comprehensive Plan 2040 Scenario 2: Without Data Center – current landuse and layout areas Scenario 3: With Data Center Scenario 4: With Two Data Centers Scenario 5: MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Figure 1: Planning Area Boundary Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 2 of 8 Water System Demands Table 1: Summary of Water Demands for Each Scenario Planning Scenario Water System Maximum Day Demand (MDD) (gpd) Difference Required WTP Capacity (gpd) (gpm) (gpd) (MGD) Scenario 1: Comprhensive Plan - 2040 1,166,784 NA NA 19,090,000 19.1 Scenario 2: Without Data Center 1,207,471 40,687 28.3 19,130,687 19.1 Scenario 3: With Data Center 1,426,927 260,144 180.7 19,350,144 19.4 Scenario 4: Data Center + Data Center east of JCRR 1,604,047 437,263 303.7 19,527,263 19.5 Scenario 5: MBC replaced with Medium Density Residential 1,531,960 365,177 253.6 19,455,177 19.5 Scenario 6: MBC replaced with Low Density Residential 923,543 -243,241 -168.9 18,846,759 18.8 Scenario 7: With Phase 1 of the Data Center 1,068,998 -97,786 -67.9 18,992,214 19.0 Scenario 1: Comprehensive Plan -2040 Table 2: Scenario 1 Demands N/A - 1.50 - DATA CENTER - Domestic N/A - 1.50 - N/A - 1.50 - DATA CENTER - Domestic - East of JCRR N/A - 1.50 - 164.5 1,725 N/A 283,822 2.50 709,555 40.7 2,300 N/A 93,661 2.50 234,153 2,300 N/A - 2.50 - 2,300 N/A - 2.50 - 2,300 N/A - 2.50 - 2,300 N/A - 2.50 - N/A - 2.50 - N/A - 2.50 - N/A - 2.50 - N/A - 2.50 - 33.8 725 N/A 24,515 2.50 61,288 N/A - 2.50 - 20.9 3,100 N/A 64,715 2.50 161,788 30.4 N/A N/A N/A N/A 35.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 326.0 466,713 1,166,784 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Maximum Day Demand (MDD) (gpd) Average Day Demand (gpd/ac) Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Peaking Factor (ADD to MDD)Area (ac)LAND USE Scenario 1: Comprehensive Plan - 2040 Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 3 of 8 Figure 2: Layout of Scenario 1 – Comprehensive Plan - 2040 Scenario 2: Updated Planning without Data Center Table 3: Scenario 2 Demands N/A - 1.50 - DATA CENTER - Domestic N/A - 1.50 - N/A - 1.50 - DATA CENTER - Domestic - East of JCRR N/A - 1.50 - 162.2 1,500 N/A 243,367 2.50 608,417 13.7 500 N/A 6,864 2.50 17,160 1,500 N/A - 2.50 - 1,100 N/A - 2.50 - 90 N/A - 2.50 - 2,300 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 24.9 800 N/A 19,896 2.50 49,739 28.1 2,300 N/A 64,740 2.50 161,851 3.8 3,200 N/A 12,012 2.50 30,031 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 6,100 2.50 15,250 12.1 N/A 19,871 2.50 49,677 33.8 N/A 96,913 2.50 242,283 7.3 N/A 8,625 2.50 21,563 3.8 N/A 4,600 2.50 11,500 356.9 482,988 1,207,471 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Area (ac)Peaking Factor (ADD to MDD) Maximum Day Demand (MDD) (gpd) LAND USE Average Day Demand (gpd/ac) Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Scenario 2: Future Planning - Without Data Center Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 4 of 8 Figure 3: Layout of Scenario 2 – Updated Planning without Data Center Scenario 3: Updated Planning with Data Center Table 4: Scenario 3 Demands N/A 550,000 1.00 550,000 DATA CENTER - Domestic N/A 6,750 2.50 16,875 73.5 N/A - 1.00 - DATA CENTER - Domestic - East of JCRR N/A - 2.50 - 69.6 1,500 N/A 104,400 2.50 260,999 13.7 500 N/A 6,864 2.50 17,160 1,500 N/A - 2.50 - 1,100 N/A - 2.50 - 90 N/A - 2.50 - 2,300 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 24.9 800 N/A 19,896 2.50 49,739 28.1 2,300 N/A 64,740 2.50 161,851 3.8 3,200 N/A 12,012 2.50 30,031 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 6,100 2.50 15,250 12.1 N/A 19,871 2.50 49,677 33.8 N/A 96,913 2.50 242,283 7.3 N/A 8,625 2.50 21,563 3.8 N/A 4,600 2.50 11,500 356.9 900,771 1,426,927 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Area (ac)LAND USE Average Day Demand (gpd/ac) Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Peaking Factor (ADD to MDD) Maximum Day Demand (MDD) (gpd) Scenario 3: Future Planning - With Data Center Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 5 of 8 Figure 4: Layout of Scenario 3 – Updated Planning with Data Center Scenario 4: Data Center and Data Center east of JCRR Table 5: Scenario 4 Demands N/A 550,000 1.00 550,000 DATA CENTER - Domestic N/A 6,750 2.50 16,875 73.5 N/A 335,500 1.00 335,500 DATA CENTER - Domestic - East of JCRR 45.0 N/A 4,200 2.50 10,500 24.6 1,500 N/A 36,847 2.50 92,118 13.7 500 N/A 6,864 2.50 17,160 1,500 N/A - 2.50 - 1,100 N/A - 2.50 - 90 N/A - 2.50 - 2,300 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 24.9 800 N/A 19,896 2.50 49,739 28.1 2,300 N/A 64,740 2.50 161,851 3.8 3,200 N/A 12,012 2.50 30,031 81.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 6,100 2.50 15,250 12.1 N/A 19,871 2.50 49,677 33.8 N/A 96,913 2.50 242,283 7.3 N/A 8,625 2.50 21,563 3.8 N/A 4,600 2.50 11,500 356.9 1,172,919 1,604,047 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Average Day Demand (gpd/ac) Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Peaking Factor (ADD to MDD) Maximum Day Demand (MDD) (gpd) LAND USE Area (ac) Scenario 4: Future Planning - Two Data Centers Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 6 of 8 Figure 5: Layout of Scenario 4 – Data Center and Data Center east of JCRR Scenario 5: MBC replaced with Medium Density Residential Table 6: Scenario 5 Demands N/A - 1.50 - DATA CENTER - Domestic N/A - 1.50 - N/A - 1.50 - DATA CENTER - Domestic - East of JCRR N/A - 1.50 - 0.0 1,500 N/A - 2.50 - 13.7 500 N/A 6,864 2.50 17,160 1,500 N/A - 2.50 - 1,100 N/A - 2.50 - 90 N/A - 2.50 - 2,300 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 24.9 800 N/A 19,896 2.50 49,739 190.4 2,300 N/A 437,903 2.50 1,094,758 3.8 3,200 N/A 12,012 2.50 30,031 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 6,100 2.50 15,250 12.1 N/A 19,871 2.50 49,677 33.8 N/A 96,913 2.50 242,283 7.3 N/A 8,625 2.50 21,563 3.8 N/A 4,600 2.50 11,500 356.9 612,784 1,531,960 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Area (ac)Average Day Demand (gpd/ac) Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Peaking Factor (ADD to MDD) Maximum Day Demand (MDD) (gpd) LAND USE Scenario 5: Future Planning - MBC replaced with MD Residential Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 7 of 8 Figure 6: Layout of Scenario 5 – MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Table 7: Scenario 6 Demands N/A - 1.50 - DATA CENTER - Domestic N/A - 1.50 - N/A - 1.50 - DATA CENTER - Domestic - East of JCRR N/A - 1.50 - 0.0 1,500 N/A - 2.50 - 13.7 500 N/A 6,864 2.50 17,160 1,500 N/A - 2.50 - 1,100 N/A - 2.50 - 90 N/A - 2.50 - 2,300 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 1,500 N/A - 2.50 - 187.1 800 N/A 149,691 2.50 374,229 28.1 2,300 N/A 64,740 2.50 161,851 3.8 3,200 N/A 12,012 2.50 30,031 62.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1 N/A 6,100 2.50 15,250 12.1 N/A 19,871 2.50 49,677 33.8 N/A 96,913 2.50 242,283 7.3 N/A 8,625 2.50 21,563 3.8 N/A 4,600 2.50 11,500 356.9 369,417 923,543 PARCEL ID #2 - Defined Development PARCEL ID #4 - Defined Development PARCEL ID $6 - Defined Development PARCEL ID #9 - Defined Development PARCEL ID #10 - Defined Development TOTAL OPEN SPACE OPEN WATER RIGHT-OF-WAY (COLLECTORS AND ARTERIALS) OFFICE, RETAIL, HOTEL, MEDICAL (ORHM) OFFICE, RETAIL,MEDICAL (ORM) OFFICE, RETAIL,MEDICAL, IND, CORPORATE (ORMIC) LOW DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL HIGH DENSITY RESIDENTIAL COMMERCIAL INDUSTRIAL - LIGHT OFFICE INSTITUTIONAL HOTEL OFFICE, INDUSTRIAL, MEDICAL (OIM) DATA CENTER - Cooling Water DATA CENTER - Cooling Water - East of JCRR MIXED-BUSINESS USE Usage per Unit (gpcd) Average Day Demand (ADD) (gpd) Peaking Factor (ADD to MDD) Maximum Day Demand (MDD) (gpd) Average Day Demand (gpd/ac)LAND USE Area (ac) Scenario 6: Future Planning - MBC replaced with LD Residential Technical Memorandum Orchard Place Development – Water System Analysis March 25, 2025 Page 8 of 8 Figure 7: Layout of Scenario 6 – MBC replaced with Low Density Residential System Analysis Analysis was completed for the following scenarios and provide information on average pressure, available fire flow and water storage. Exhibits and figures are attached that show the results of the analysis. Scenario 1: Comprehensive Plan 2040 Scenario 2: Without Data Center – current landuse and layout areas Scenario 3: With Data Center Scenario 4: With Two Data Centers Scenario 5: MBC replaced with Medium Density Residential Scenario 6: MBC replaced with Low Density Residential Scenario 1 – Comprehensive Plan 2040 System Buildout of Future Water Main Demand – MDD = 19.1 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 62 64 6169 66 68 68 66 64 61 60 53 66 68 7265 66 59 57 51 72 72 70 74 70 69 64 59 5871 73 72585757 71 64 6971 72 74 71 71 59 72 737372 74 72 73 72 72 72 70 70 7068 70 70 71 73 71 72 70 72 72 55 70 70 70 7070 71 71 71 7070 70 71 7170 71 70 71 70 71 70 70 70 70 71 69 69 69 63 55 55575963 59 59 59 60 595959 5762 51 56 566057 58 73 72 73 73 73 57 62 70 71 65 66 66 68 57 66 73 6666 66 67 74 55 52 74 64 65 70 53 735366 57 66 72 11 C 4 MBU 18 LD 1 MBU 26 C 5 MBU20 MBU 21 PARK 12 PARK 17 LD 16 HD 28 MBU 3 MBU 24 MBU 19 MBU 6 MBU 27 MBU 15 HD 7 POND 9 PARK 2 MBU 23 POND 22 POND 13 POND 8 POND 25 HD 14 POND 10 PARK Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 1A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 1 Comprhensive Plan - 2040\Exhibit 1A - Scenario 1 - Ave Pressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 1 BASED ONCOMPREHENSIVEPLAN 2040 MAXIMUM DAYDEMAND 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 4,165 5,887 3,156 3,142 7,421 5,073 7,7923,694 5,554 3,777 4,642 5,602 5,178 6,999 5,157 6,998 6,146 3,861 7,1246,276 6,591 6,633 7,040 6,986 5,044 6,0385,3071,939 5,710 5,402 7,116 5,000 2,837 3,373 3,277 2,964 5,147 5,638 3,2905,678 2,197 4,957 6,399 2,095 1,943 6,539 2,918 6,182 3,530 2,878 5,168 2,462 3,059 2,894 5,171 4,673 7,726 5,579 4,7204,726 6,159 7,654 5,6953,397 3,359 5,2406,056 4,469 4,182 7,127 5,908 5,221 4,718 7,544 5,841 4,234 6,600 4,699 4,603 5,637 1,068 3,259 4,0544,1814,4014,974 4,436 4,319 4,605 4,338 4,216 4,369 4,984 2,341 2,560 6,393 6,139 2,5107,231 1,669 6,212 1,905 7,512 5,672 6,0195,399 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 11 C 4 MBU 18 LD 1 MBU 26 C 5 MBU20 MBU 21 PARK 17 LD 16 HD 28 MBU 3 MBU 24 MBU 19 MBU 6 MBU 27 MBU 15 HD 7 POND 9 PARK 2 MBU 23 POND 22 POND 13 POND 8 POND 25 HD 14 POND 10 PARK 12 PARK Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 1B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 1 Comprhensive Plan - 2040\Exhibit 1B - Scenario 1 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 1 BASED ONCOMPREHENSIVEPLAN 2040 MAXIMUM DAYDEMAND Scenario 2: Updated Planning with No Data Center System Buildout of Future Water Main Demand – MDD = 19.1 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 62 64 6169 66 68 68 66 64 61 60 53 66 68 7265 66 59 57 51 72 72 70 74 70 69 64 59 5871 73 72585757 71 64 6971 72 73 71 71 59 72 737372 74 72 73 72 72 72 70 70 7068 70 70 71 73 71 72 70 72 72 55 70 70 70 7070 71 71 71 7070 70 71 7070 71 70 71 70 71 70 70 70 70 71 69 69 69 63 55 55575963 59 59 59 60 595959 5762 51 56 566057 58 73 72 73 73 73 57 62 70 71 65 66 66 68 57 66 73 6666 66 67 74 55 52 74 64 65 70 53 735366 57 66 72 6 C 1B MBC 12 LD 1A MBC 8 MD 1C MBC 15 MBC 7 MD 19 MBC 4 MBC13 MBC 16 MBC18 C 14 OPEN SPACE 9 LD 20 MBC 1D OPEN SPACE 21 C 3 SubST 2 MBC 10 LD 17 HD 22 ROW 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 2A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 2 Without Data Center\Exhibit 2A - Scenario 2 - Ave Pressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 2 UPDATED PLANNINGWITH NO DATACENTER MAXIMUM DAYDEMAND 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 4,119 5,827 3,135 3,120 7,311 4,962 7,7023,664 5,498 3,736 4,582 5,550 5,126 6,923 5,106 6,921 6,074 3,819 7,0166,213 6,521 6,537 6,938 6,884 4,999 5,9645,2571,929 5,654 5,370 7,038 4,924 2,819 3,350 3,256 2,945 5,102 5,582 3,2685,620 2,184 4,913 6,317 2,081 1,929 6,454 2,898 6,113 3,506 2,859 5,119 2,447 3,040 2,876 5,073 4,629 7,620 5,515 4,6754,679 6,085 7,550 5,6283,371 3,333 5,1835,982 4,426 4,143 7,031 5,834 5,162 4,669 7,440 5,771 4,194 6,514 4,646 4,553 5,569 1,058 3,214 3,9914,1214,3374,905 4,372 4,256 4,537 4,276 4,158 4,306 4,909 2,308 2,528 6,255 6,007 2,4827,070 1,636 6,166 1,878 7,416 5,605 5,9455,339 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 6 C 1B MBC 12 LD 1A MBC 8 MD 1C MBC 15 MBC 7 MD 19 MBC 4 MBC 13 MBC 16 MBC18 C 14 OPEN SPACE 9 LD 20 MBC 1D OPEN SPACE 21 C 3 SubST2 MBC 17 HD 22 ROW 5 OPEN SPACE10 LD 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 2B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 2 Without Data Center\Exhibit 2B - Scenario 2 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 2 UPDATED PLANNINGWITH NO DATACENTER MAXIMUM DAYDEMAND Scenario 3 – Updated Planning with Data Center System Buildout of Future Water Main Demand – MDD = 19.4 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 12 " 8" 16" 16 " 12 " 12" 1 2 " 12"1 2 " 12 " 16" 16 " 8" 16" 8" 16" 8 " 12 " 12 " 12 " 12 " 16" 12" 12" 12" 16" 16" 8" 8"16" 12" 62 64 6069 66 68 68 66 64 61 59 53 66 68 7265 66 59 57 51 72 72 70 74 70 68 64 59 5871 72 72575757 71 64 6971 72 73 71 71 59 72 737372 74 72 73 72 72 72 69 70 7068 70 70 71 73 71 71 70 72 72 55 70 70 70 7070 71 71 71 7070 70 71 7070 70 70 71 70 70 70 70 70 70 71 68 69 69 63 55 54575963 59 59 59 59 595959 5762 51 56 566057 58 72 72 73 73 73 57 62 70 71 65 65 66 67 57 66 73 6666 66 67 74 55 52 74 64 65 70 53 66 57 66 71 6 C 12 LD 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 15 MBC 7 MD 19 MBC 4 MBC13 MBC 16 MBC18 C 14 OPEN_SPACE 9 LD 2 C 20 MBC21 C 3 SubST 10 LD 17 HD 22 ROW 5 OPEN_SPACE 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/26/2025 Exhibit 3A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 3 With Data Center\Exhibit 3A - Scenario 3 - Ave Pressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 3 UPDATED PLANNINGWITH DATA CENTER MAXIMUM DAYDEMAND Data Center Demand (0.55 MGD) 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 12 " 8" 16" 16 " 12 " 12" 1 2 " 12"1 2 " 12 " 16" 16 " 8" 16" 8" 16" 8 " 12 " 12 " 12 " 12 " 16" 12" 12" 12" 16" 16" 8" 8"16" 12" 4,112 5,822 3,133 3,117 7,303 4,937 7,6833,661 5,493 3,734 4,579 5,539 5,124 6,920 5,104 6,866 6,012 3,794 7,0096,205 6,517 6,526 6,923 6,870 4,996 5,9625,2531,928 5,651 5,364 6,997 4,923 2,819 3,350 3,256 2,945 5,100 5,580 3,2685,618 2,183 4,912 6,314 2,081 1,929 6,451 2,898 6,110 3,506 2,859 5,117 2,447 3,040 2,876 5,069 4,628 7,614 5,513 4,6744,676 6,082 7,544 5,6273,372 3,333 5,1825,980 4,426 4,143 7,027 5,832 5,160 4,668 7,434 5,769 4,194 6,511 4,646 4,552 5,567 1,057 3,214 3,9914,1214,3374,904 4,371 4,256 4,536 4,275 4,158 4,305 4,907 2,308 2,528 6,224 6,001 2,4797,058 1,636 6,151 1,879 7,411 5,600 5,9395,335 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 6 C 12 LD 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 15 MBC 7 MD 19 MBC 4 MBC 13 MBC 16 MBC18 C 14 OPEN_SPACE 9 LD 2 C20 MBC21 C 3 SubST 17 HD 22 ROW 5 OPEN_SPACE10 LD 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/26/2025 Exhibit 3B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 3 With Data Center\Exhibit 3B - Scenario 3 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 3 UPDATED PLANNINGWITH DATA CENTER MAXIMUM DAYDEMAND Data Center Demand (0.55 MGD) Scenario 4 – Updated Planning with Data Center + Data Center east of JCRR System Buildout of Future Water Main Demand – MDD = 19.5 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 12 " 8" 16" 16 " 12 " 12" 1 2 " 12"1 2 " 12 " 16" 16 " 8" 16" 8" 16" 8 " 12 " 12 " 12 " 12 " 16" 12" 12" 12" 16" 16" 8" 8"16" 12" 62 64 6069 66 68 67 66 63 61 59 53 66 68 7265 66 59 57 51 72 71 70 74 70 68 64 59 5871 72 71575757 71 64 6971 72 73 71 71 59 72 727372 74 72 73 72 72 72 69 70 7068 70 70 71 73 71 71 70 71 72 55 70 70 69 7070 70 71 71 7070 70 71 7070 70 70 71 70 70 70 70 70 70 71 68 69 69 63 55 54575962 59 59 59 59 595959 5762 51 56 566057 58 72 72 73 73 73 57 62 70 71 65 65 66 67 57 66 73 6666 65 67 74 55 52 74 64 65 70 53 66 57 66 71 6 C 12 LD 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 7 MD 19 MBC 4 MBC 18 C 14 OPEN_SPACE 9 LD 2 C 20 MBC21 C 15 DATA_CENTER 3 SubST 13 DATA_CENTER 16 DATA_CENTER 10 LD 17 HD 22 ROW 5 OPEN_SPACE 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/26/2025 Exhibit 4A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 4 Data Center + Data Center east of JCRR\Exhibit 4A - Scenario 4 - Ave Pressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 4 DATA CENTER &DATA CENTER EASTOF JCRR MAXIMUM DAYDEMAND Data Center Demand (0.55 MGD) 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 12 " 8" 16" 16 " 12 " 12" 1 2 " 12"1 2 " 12 " 16" 16 " 8" 16" 8" 16" 8 " 12 " 12 " 12 " 12 " 16" 12" 12" 12" 16" 16" 8" 8"16" 12" 4,110 5,818 3,131 3,116 7,297 4,928 7,6793,659 5,490 3,731 4,576 5,537 5,121 6,915 5,100 6,864 6,010 3,793 6,9996,204 6,513 6,517 6,917 6,864 4,993 5,9545,2501,928 5,648 5,363 6,995 4,921 2,818 3,348 3,254 2,944 5,097 5,574 3,2675,615 2,183 4,909 6,311 2,080 1,929 6,448 2,897 6,106 3,504 2,858 5,114 2,446 3,038 2,875 5,065 4,625 7,608 5,510 4,6694,674 6,079 7,539 5,6243,370 3,332 5,1805,977 4,424 4,141 7,023 5,829 5,158 4,666 7,429 5,766 4,192 6,508 4,644 4,550 5,564 1,057 3,213 3,9894,1154,3354,901 4,369 4,254 4,534 4,273 4,153 4,303 4,905 2,307 2,527 6,213 5,997 2,4787,052 1,635 6,149 1,878 7,404 5,594 5,9325,327 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 6 C 12 LD 8 MD 1A_B_C DATA_CENTER 1D OPEN_SPACE 7 MD 19 MBC 4 MBC 18 C 14 OPEN_SPACE 9 LD 2 C20 MBC21 C 15 DATA_CENTER 3 SubST 13 DATA_CENTER 16 DATA_CENTER 17 HD 22 ROW 5 OPEN_SPACE10 LD 24 ROW 11 OPEN_SPACE 23 ROW 25 OPEN_SPACE Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/26/2025 Exhibit 4B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 4 Data Center + Data Center east of JCRR\Exhibit 4B - Scenario 4 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 4 DATA CENTER &DATA CENTER EASTOF JCRR MAXIMUM DAYDEMAND Data Center Demand (0.55 MGD) Scenario 5 – MBC replaced with Medium Density Residential System Buildout of Future Water Main Demand – MDD = 19.5 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 62 64 6169 66 68 68 66 64 61 59 53 66 68 7265 66 59 57 51 72 72 70 74 70 68 64 59 5871 72 72575757 71 64 6971 72 73 71 71 59 72 737372 74 72 73 72 72 72 69 70 7068 70 70 71 73 71 71 70 71 72 55 70 70 70 7070 70 71 71 7070 70 71 7070 70 70 71 70 70 70 70 70 70 71 68 69 69 63 55 54575962 59 59 59 59 595959 5762 51 56 566057 58 72 72 73 73 73 57 62 70 71 65 65 66 68 56 66 73 6666 65 67 74 55 52 74 63 65 70 53 735366 57 66 72 6 C 1B MD 1A MD 12 LD 8 MD 1C MD 15 MD 19 MD 13 MD 16 MD 7 MD 4 MBC 18 C 20 MD 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 10 LD 17 HD 22 ROW 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 5A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 5 MBC replaced with Medium Density Residential\Exhibit 5A - Scenario 5 - AvePressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 5 MBC REPLACEDWITH MEDIUMDENSITYRESIDENTIAL MAXIMUM DAYDEMAND 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 4,115 5,820 3,132 3,117 7,300 4,954 7,6933,661 5,491 3,732 4,576 5,545 5,121 6,916 5,101 6,912 6,064 3,815 7,0056,206 6,515 6,531 6,927 6,872 4,995 5,9615,2521,928 5,651 5,367 7,033 4,921 2,818 3,348 3,254 2,944 5,097 5,575 3,2665,615 2,183 4,908 6,313 2,080 1,928 6,450 2,897 6,108 3,504 2,857 5,114 2,445 3,038 2,874 5,067 4,625 7,613 5,511 4,6694,674 6,081 7,544 5,6253,370 3,331 5,1805,978 4,424 4,141 7,026 5,830 5,159 4,666 7,434 5,767 4,192 6,510 4,644 4,550 5,565 1,058 3,212 3,9894,1154,3354,902 4,369 4,254 4,534 4,273 4,153 4,303 4,905 2,306 2,527 6,242 6,001 2,4817,062 1,635 6,161 1,877 7,406 5,598 5,9375,333 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 6 C 1B MD 1A MD 12 LD 8 MD 1C MD 15 MD 19 MD 13 MD 16 MD 7 MD 4 MBC 18 C 20 MD 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 17 HD 22 ROW 5 OPEN SPACE10 LD 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 5B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 5 MBC replaced with Medium Density Residential\Exhibit 5B - Scenario 5 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 5 MBC REPLACEDWITH MEDIUMDENSITYRESIDENTIAL MAXIMUM DAYDEMAND Scenario 6 – MBC replaced with Low Density Residential System Buildout of Future Water Main Demand – MDD = 18.9 MGD 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 62 65 6169 66 68 68 67 64 61 60 53 67 69 7265 66 59 57 52 72 72 70 74 70 69 64 59 5871 73 72585757 71 64 6971 72 74 71 71 59 73 737372 74 72 73 72 72 72 70 70 7068 70 70 71 73 71 72 70 72 72 55 71 70 70 7070 71 71 71 7070 70 71 7170 71 70 71 70 71 71 70 70 70 71 69 69 69 64 55 55575963 59 59 59 60 595959 5762 51 56 566057 58 73 73 73 73 73 57 62 71 71 66 66 66 68 57 66 73 6666 66 67 74 55 53 74 64 65 70 53 735367 57 66 72 6 C 1B LD 1A LD 12 LD 8 MD 1C LD 15 LD 19 LD 13 LD 16 LD 7 MD 4 MBC 20 LD 18 C 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 10 LD 17 HD 22 ROW 5 OPEN SPACE 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42 150th St W Co R d 3 1 Pi l o t K n o b R d Fi n c h A v e 153rd St 151st St Flight Way 157th St W F l o a t C t Fl a g s t a f f A v e Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 6A 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 6 MBC replaced with Low Density Residential\Exhibit 6A - Scenario 6 - Ave Pressure.mxd AVERAGEPRESSURE(PSI) SCENARIO 6 MBC REPLACEDWITH LOW DENSITYRESIDENTIAL MAXIMUM DAYDEMAND 12" DIP 20 " D I P 16" DIP 6" D I P 8" DIP 16" 24 " D I P 10" DIP 6" D I P 8" DIP 12" DIP 8" DIP 6" DIP 8" DIP 16" DIP 8" D I P 6" D I P 12" DIP 6 " D I P 8" DIP 12 " D I P 16" DIP 8" D I P 16" 10 " D I P 8" D I P 6" DIP 6" D I P 8" D I P 8" D I P 8" DI P 8" DI P 8" DIP 12" DIP 8" D I P 16" DIP 8" DIP 16" DIP 8" D I P 8" D I P 6" DIP 6" DIP 6" D I P 8" D I P 12" DIP 16 " 12" DIP 8" DIP 8" D I P 6" DIP 6 " D I P 6" D I P 16 " 12" DIP 8" D I P 6" DI P 8" D I P 12" DIP 8" D I P 8" DIP 6 " D I P 8" DIP 8" D I P 8" DIP 8 " D I P 6 " D I P 12" DIP 12" DIP 8" DIP 8" D I P 8" DIP 20 " D I P 6" D I P 6" DIP 12 " D I P 12 " D I P 8" DIP 8" DIP 6" DIP 8" D I P 12 " D I P 16" D I P 16 " 8" D I P 8 " D I P 8" DIP 12" DIP 16" DIP 12" DIP 6" D I P 6" D I P 8" DIP 8" DIP 16" DIP 6 " D I P 8" 12 " 16" 8 " 12" 16" 12" 16" 12 " 16" 12"12" 16"16" 12 " 8" 1 2 " 8" 16" 1 2 " 12 " 16" 8" 12" 1 2 " 12 " 12"12" 12 " 12" 12 " 16 " 16" 8" 8" 16 " 12 " 4,122 5,833 3,137 3,122 7,321 4,969 7,7093,667 5,503 3,739 4,587 5,554 5,131 6,930 5,111 6,928 6,082 3,824 7,0296,216 6,530 6,550 6,948 6,893 5,003 5,9755,2621,930 5,662 5,372 7,048 4,927 2,820 3,352 3,258 2,947 5,105 5,586 3,2705,627 2,184 4,916 6,321 2,081 1,929 6,458 2,900 6,118 3,508 2,860 5,122 2,448 3,041 2,877 5,077 4,632 7,626 5,518 4,6774,682 6,089 7,556 5,6323,373 3,334 5,1865,986 4,428 4,145 7,035 5,837 5,164 4,673 7,446 5,774 4,196 6,518 4,649 4,557 5,572 1,058 3,215 3,9944,1234,3394,907 4,374 4,261 4,539 4,281 4,161 4,311 4,911 2,309 2,529 6,267 6,013 2,4837,077 1,636 6,170 1,879 7,426 5,614 5,9525,345 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000> 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 > 8,000 6 C 1B LD 1A LD 12 LD 8 MD 1C LD 15 LD 19 LD 13 LD 16 LD 7 MD 4 MBC 20 LD 18 C 14 OPEN SPACE 9 LD 2 C 1D OPEN SPACE 21 C 3 SubST 17 HD 22 ROW 5 OPEN SPACE10 LD 24 ROW 11 OPEN SPACE 23 ROW 25 OPEN SPACE Co Rd 42150th St W Co R d 3 1 Pi l o t K n o b R d Finch Ave Fj o r d A v e 151st St 157th St W F l o a t C t Existing Water Main 36" Water Main 30" Water Main 24" Water Main 20" Water Main 18" Water Main 16" Water Main 14" Water Main 12" Water Main 10" Water Main 8" Water Main 6" Water Main 4" Water Main Date: 3/25/2025 Exhibit 6B 1 inch = 500 feet 0 500250 Feet ww w . a e 2 s . c o m | A d v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . Information depicted may include data unverified by AE2S. Any reliance upon such data is at the user’s own risk. AE2S does not warrant this map or its features are either spatially or temporally accurate.Coordinate System: Dakota - county coordinates - english | Edited by: BWeiss | E:\Projects\Apple Valley\Water Distribution System\Miscellaneous Modeling\2024 Modeling\Orchard Place Development\Scenario 6 MBC replaced with Low Density Residential\Exhibit 6B - Scenario 6 - AFF.mxd AVAILABLE FIREFLOW (GPM) ATRESIDUAL PRESSUREOF 20 PSI SCENARIO 6 MBC REPLACEDWITH LOW DENSITYRESIDENTIAL MAXIMUM DAYDEMAND I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :April 2, 2025 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, April 16, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, March 19, 2025. Wednesday, May 7, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, April 9, 2025. Next City Council Meetings: T hursday, April 10, 2025 - 7:00 p.m. T hursday, April 24, 2025 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A