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HomeMy WebLinkAbout2025-02-05 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 F ebruary 5, 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 J anuary 15, 2025 Regular Meeting 4.Public Hearings A.MUBC - Mixed Use Business Campus Zoning District Ordinance C onsider Amendment to C hapter 155 by Creating a New "MUBC " Mixed Use Business C ampus Zoning District B.Apple Valley Technology Park C onsider the Following Requests: 1. Rezoning 134 Acres from "SG" (Sand and Gravel) to "MUBC " Mixed Use Business Campus 2. Subdivision of 134 Acres by Preliminary Plat to C reate T hree (4) Lots and T hree (2) Outlots 3. Site Plan and Building Permit Authorization for an 860,160 sq. ft. Technology Park with Data Center and Ancillary Buildings LO C AT IO N: Southwest Corner of C SA H 42 and Pilot Knob Road PET IT IO N ER: Oppidan Investment Company, Applicant, Rockport, LLC , Property Owner 5.Land Use / Action Items A.Rockport, LLC Mixed Business Campus C omprehensive Plan Amendment C onsider a C omprehensive Plan Amendment. PET IT IO N ER: Rockport, LLC LO C AT IO N: Mixed Business C ampus 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, February 19, 2025 - 7:00 p.m. Planning Commission - Wednesday, March 5, 2025 - 7:00 p.m. C ity Council - T hursday, February 13, 2025 - 7:00 p.m. C ity Council - T hursday, February 27, 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 :February 5, 2025 S E C T I O N:Consent A genda Description: A pprove Minutes of J anuary 15, 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 J anuary 15, 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 January 15, 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: Jodi Kurtz, Paul Scanlan, Dave Schindler, Phil Mahowald, Becky Sandahl, Jeff Prewitt, and Douglas Hlas Member(s) Absent: None City staff members attending: Community Development Director Tim Benetti, City Engineer Evan Acosta, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. – None. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 7 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of December 18, 2024 MOTION: Commissioner Scanlan moved, seconded by Commissioner Hlas, approving the minutes of December 18, 2024. call vote: Ayes - 7 – Nays – 0. 4. PUBLIC HEARING A. McDonald’s at Orchard Place Chair Kurtz opened the public hearing. CD Director Benetti provided a presentation. Chair Kurtz asked for clarification on why the applicant wanted to remove the fiber optic line. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 15, 2025 Page 2 of 5 CD Director Benetti stated that if the line was removed, they could drop the berm, but the cost of movie the fiber optic line is very costly and best left untouched. The berm also provides some screening. Commissioner Prewitt asked if there were any drive access concerns for the smaller lot that would be north of this site. CD Director Benetti stated that staff does have an idea of what user may be going into this site and it will be a simplified pickup lane as opposed to a drive-through lane. Staff feels that the access from English Avenue is enough. Commissioner Mahowald asked if there could be additional landscaping on the berm. Assistant City Engineer stated that a large part of the berm is county right-of-way so the applicant will need to consider that when adding landscaping. Commissioner Scanlan shared concerns regarding odors emitted from fast food restaurants. CD Director Benetti said that technology has improved over the years and odors seem to be mitigated as noted with the current McDonalds restaurant. The applicants, Eli Sankey (Kimley-Horn) and Megan Rogers (Larkin Hoffman), provided additional information regarding the proposal. Commissioner Prewitt asked for clarity on the motions requested. CD Director Benetti stated there should be five separate motions, one for each request. With no further comments, Chair Kurtz closed the public hearing. MOTION: Commissioner Sandahl moved, seconded by Commissioner Mahowald, to recommend approval of a zoning map amendment rezoning Outlot A, Orchard Place 4th Addition from “SG” Sand and Gravel to “RB” Retail Business. Roll call vote: Ayes – 6 – Nays –1 (Scanlan). MOTION: Commissioner Sandahl moved, seconded by Commissioner Mahowald, to recommend approval of a subdivision by preliminary plat of a 2.52 acre lot into a 1.51 acre lot and a 1.01 acre lot. Roll call vote: Ayes – 6 – Nays – 1 (Scanlan). MOTION: Commissioner Sandahl moved, seconded by Commissioner Schindler, to recommend approval of a conditional use permit for a class-II restaurant with drive-through on Lot 2, Block 1, McDonalds Orchard Place. Roll call vote: Ayes – 6 – Nays – 1 (Scanlan). CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 15, 2025 Page 3 of 5 MOTION: Commissioner Sandahl moved, seconded by Commissioner Hlas, to recommend approval of a setback variance to allow a class-II restaurant within 1,000 feet of a residential use. Roll call vote: Ayes – 6 – Nays – 1 (Scanlan). MOTION: Commissioner Sandahl moved, seconded by Commissioner Schindler, to recommend approval of a site plan/building permit authorization for a 3,859 sq. ft McDonalds restaurant on Lot 2, Block 1, McDonalds Orchard Place. Roll call vote: Ayes – 6 – Nays – 1 (Scanlan). B. Rockport, LLC Mixed Business Campus Comprehensive Plan Amendment Chair Kurtz opened the public hearing. CD Director Benetti provided a presentation. Commissioner Schindler was unclear as to why the applicant would want to make this change as the uses are already allowed under the original comprehensive plan. Chair Kurtz reasoned that the applicant likely is not getting many commercial inquiries as a lot of things have changed post-Covid. Commissioner Scanlan commented that he would like to see more job creation from this area. Commissioner Scanlan asked if there would be limited access points from CR 42. CD Director Benetti stated that the access points shown on the “blob plan” were conceptual and not set in stone. The two access points on the northeast part of the site will likely not be needed if the proposed use is approved. Commissioner Prewitt asked if the applicant had provided any new percentages for the different uses. CD Director Benetti stated that the developer could best answer but that the consultant advised that the uses be re-evaluated as the market has changed and other large office users have needed to close. City Attorney Hills clarified that the request this evening is to remove Figure 4.2 from the Comprehensive Plan. This Figure shows the uses that are allowed and where they are to be placed. If the Figure is removed from the Comprehensive Plan, any of the allowed uses can go in any of the parcels. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 15, 2025 Page 4 of 5 Commissioner Scanlan asked if staff and the applicant could compromise on the percentages and bring that forward at the next meeting. City Attorney Hills stated that application presented to the City must be acted on as-is. The City does not get to make revisions to it. Commissioner Schindler asked if there have been companies turned away from these sites because of Figure 4.2 being included. CD Director Benetti deferred to the applicant. The applicants, Matt Duffy (Monroe Moxness Berg) and Russ McGinty (North Central Commercial Real Estate) were present for additional comments and questions. The Planning Commission had a five-minute recess. Chair Kurtz asked if there were any comments from the public. Resident, Cindi Dayus (169 Strese Lane), stated some considerations the City and applicants should follow regarding environmental best practices for this site. With no further comments, Chair Kurtz closed the public hearing. This item will be brought forward at the next meeting. 5. LAND USE 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, February 5, 2025, 7:00 p.m. The next City Council meeting is Thursday, January 23, 2025, 7:00 p.m. 7. ADJOURNMENT Vice Chair Scanlan asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Hlas, to adjourn the meeting at 9:10 p.m. Roll call vote: Ayes – 7 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes January 15, 2025 Page 5 of 5 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 02/05/2025 . Jodi Kurtz, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :February 5, 2025 S E C T I O N:P ublic Hearings Description: MUB C - Mixed Use Business Campus Zoning District Ordinance S taff Contact: Tim Benetti, Community Development Director Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C24-14-O Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: Consider establishing a new MUBC -Mixed Use Business Campus Zoning District for the City of Apple Valley. Open the public hearing, receive comments, and close the public hearing. It is the policy of the Planning Commission not to act on a public hearing item the night of the public hearing. T he Planning Commission, however, may consider making a final recommendation to the City C ouncil if adequate information has been provided to make such a decision. City staff recommends approval of the proposed MUBC zoning district as it aligns with the City’s long-term planning objectives and provides flexibility for a balanced mix of business and industrial uses within the Orchard Place area. S UM M ARY: T he C ity of Apple Valley is requesting an amendment to C hapter 155 of the C ity's zoning code to establish a new "MUBC " (Mixed Use Business Campus) zoning district. T his district will incorporate a mix of permitted, conditional, and accessory uses, along with specific area requirements and performance standards. T he proposed MUBC zoning district aligns with the C ity's 2040 C omprehensive Plan and may be used to rezone areas currently designated as “MBC – Mixed Business C ampus” under the 2040 Plan, or other areas of the City if so requested. A draft of this MUBC O rdinance is attached for the Planning Commissioners' review. A substantial portion of AVR, Inc.’s (Rockport) sand and gravel mining properties is designated under the MBC land use category, commonly referred to as Orchard Place. T his designation is consistent with the previous 2030 C omprehensive Plan and is intended to support a high-quality business environment for general and corporate offices, research and development facilities, light manufacturing, office showrooms, medical offices, and healthcare facilities. Additionally, the MBC designation allows for a mix of retail and commercial services to support both the business campus and surrounding neighborhoods, primarily along County Road 42. T he district includes the following use allocations: 55 – 65% Office 10 – 20% Light Industry/Manufacturing 10% Office Warehouse/Showroom 5% C ommercial and Retail T he Mixed Business C ampus District aims to build on this foundation by allowing flexibility for a variety of business and industrial clusters, as illustrated in Figure 4.2 – Orchard Place Concept Map in the 2040 C omprehensive Plan. Once a comprehensive plan is adopted, zoning districts must be established or amended to achieve the development goals outlined in the plan. T he proposed MUBC zoning amendment would facilitate this by permitting a variety of uses, including but not limited to: Offices Healthcare facilities Hotels Restaurants Banks/Financial establishments Office/Warehouse showrooms Various retail uses Conditional uses would include certain office developments, daycare centers, and light- industrial/manufacturing uses, including data centers. A key aspect of the proposed ordinance is the introduction of enhanced setback requirements. T he MUBC district generally follows setback standards found in existing commercial and industrial districts, with notable increases for data centers. Additionally, staff is recommending a maximum building height of 75 feet for data centers, with an allowance of up to 10 feet for architectural and mechanical extensions, including elevator shafts, penthouses, and screening elements. For reference, the tallest building in Apple Valley—Wings HQ—stands at approximately 87 feet. B AC K G RO UND: T he 2040 C omprehensive Plan, adopted on J uly 23, 2020, provides guidance for Orchard Place and surrounding areas, designating specific land use clusters and percentile allocations for different uses. C ity staff have determined that the proposed MUBC ordinance is consistent with the 2040 Comprehensive Plan. On J anuary 15, 2025, the Apple Valley Planning C ommission reviewed a separate request from O ppidan Investments and Rockport to amend the 2040 Comprehensive Plan. T he proposed amendment seeks to revise the commercial/retail use guidance along County Road 42 and remove references to the Figure 4.2 Orchard Place C onceptual Land Use Map. T his amendment is indirectly related to a separate application for a proposed data center project, tentatively titled Apple Valley Technology Park. Should this amendment be approved, most of the sand and gravel mining areas would remain under the 2040 C omprehensive Plan’s MBC land use designation. Additional amendments to the MUBC ordinance may be necessary to accommodate specific site design standards for the proposed technology park. If the Planning Commission recommends approval of the Comprehensive Plan Amendment (including land use guide revisions and text changes), the request will be forwarded to the City C ouncil. T he C ouncil will then consider adopting a resolution to submit the proposed amendments to the Metropolitan C ouncil for approval. If the Metropolitan C ouncil approves the amendments, the City C ouncil will conduct a final review and make a determination on approval or denial. Should the requested Comprehensive Plan amendment not be approved, the new MUBC zoning ordinance will remain valid and in compliance with the existing 2040 Comprehensive Plan. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Ordinance Map Map Map CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA AMENDING CHAPTER 155 OF THE CITY CODE BY ADDING SECTION 155.310 ENTITLED MIXED USE-BUSINESS CAMPUS DISTRICT (“MUBC”) AND DEFINITIONS IN SECTION 155.003 The City Council of the City of Apple Valley ordains: Section 1. Chapter 155 of the City Code is amended by adding the following definitions in Section 155.003 to read as follows: Commercial Recreation. A business directed toward the general public that offers recreational entertainment and activity facilities, such as amusement centers, bocce ball, pickleball or tennis courts, bowling alleys, billiard halls, golf courses, movie theatres, ballrooms, roller rinks and similar uses. Data Center. A facility or a complex or campus of buildings and facilities used primarily for the storage, management, processing, and transmission of digital data, which houses computer and/or network equipment systems, servers, appliances and other associated components related to digital data operations. The facility may also include air handlers, power generators, water cooling systems and water storage facilities, utility substations, and other associated utility infrastructure to support sustained operations at a data center. A data center complex/campus may include data management or storage buildings and ancillary support buildings and structures, including secure and controlled entrances, perimeter fencing, sally-ports, and cargo screening buildings. Section 2. Chapter 155 of the City Code is amended by adding Section 155.310 to read as follows: MIXED USE BUSINESS CAMPUS DISTRICT Section 155.310. Mixed Use Business Campus District. (A) PURPOSE. The Mixed Use Business Campus (MUBC) zoning district is identified in and implements the Mixed Business Campus land use designation as contained in the City’s 2040 Comprehensive Plan. The area is intended to provide a high-quality, high-intensity business campus consisting primarily of office, health care and light industrial uses, and a limited amount of retail and commercial uses which in general should be orientated along County Road 42. (B) PERMITTED USES Within the MUBC district, no structure or land shall be used, except for one or more of the following uses or uses deemed similar by the City Council within each of the following designated use categories: 2 (1) Office Uses: (a) Corporate offices or headquarters; (b) Professional offices and offices of a general nature where the operations do not include over-the-counter retail sales or warehousing; (c) Health Care Clinics for human care; (d) Hospital for human care; (e) Comprehensive, intensive or full care living facility; (f) Hotel; (g) Restaurants, Class I and III only; (h) Fitness centers and gyms, or athletic clubs when contained in a hotel or office building; (i) Banks, credit unions, or other financial depository establishment; (j) Municipal buildings, including police, fire, emergency management, but excluding public works facilities; and (k) Commercial recreation as defined in this Chapter. (2) Light Industry/Manufacturing Uses: (a) Research or testing laboratories conducted in a building; (b) Processing, fabrication, storage, manufacturing or wholesaling operation; (c) Contractor’s office, outdoor storage subject to a conditional use; (d) Small brewery and micro-distillery. (3) Office Warehouse/Showroom Uses: (a) Warehousing or wholesale business when conducted within a building. Office/warehouse combination is permitted when office space does not exceed 30% of floor area; (b) Warehouse sales or showrooms for furniture, carpets, flooring and similar goods; 3 (c) Television, recording and radio studios and sound stages; microwave towers are subject to conditional use and tall broadcast towers are not permitted. (4) Commercial Retail Uses: (a) Stores and shops selling personal services or goods over a counter. These include antiques, art and school supplies, bakeries, barbershop, bicycles, books and stationery, candy, , carpets and rugs, catering establishments, china and glassware, clothes pressing, clothing and costume rental, custom dressmaking, drugs, electrical and household appliances, florists, food, furniture, garden supplies, gifts, hair salons, hardware, hats, hobby shops, interior decorating, jewelry, watch repair, laundry and dry cleaning pick up, leather goods and luggage, locksmith shops, musical instruments, office supply, paint and wallpaper, photograph studios, restaurants (Class I, and Class III Neighborhood Restaurant without a drive-through window, only), shoes, sporting goods, tailoring, theater (except open air drive-in), tobacco and tobacco products, toys, wearing apparel, and grocery stores; (b) Banks, savings and loan offices, offices for doctors, dentists, lawyers, real estate and similar uses; (c) Animal hospital or clinic when contained within a building; (d) Convenience store including motor fuel sales; (e) Day care centers. (C) CONDITIONAL USES Within the MUBC zoning district, 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) Office Uses (a) Drive-through window service in conjunction with a Class III restaurant; (b) Day care center; (c) Towers as regulated in § 155.385; (2) Light Industry/Manufacturing Uses (a) Outdoor climate, weathering, environmental exposure research or testing facilities which shall be screened from view and not exceed noise and air quality standards of PCA. This is intended to be a passive research or testing area with tested items to be anchored for exposure to climatic conditions; 4 (b) Outdoor storage of materials provided they are screened from view in a manner satisfactory to the City Council with a masonry fence matching the building materials of the primary building and that the storage area is located along an interior lot line, not abutting any public street; (c) Towers as regulated in § 155.385; (d) Outdoor overnight parking of vehicles in the Light Industry/Manufacturing area only; provided they are properly screened from view in a manner satisfactory to the City Council, and that no outdoor overnight parking of vehicles shall be allowed in parking areas located adjacent to residential areas; (e) Data center as regulated elsewhere in this Section. (3) Office Warehouse/Showroom Uses (a) Transmission towers only when associated with a studio broadcast facility, with a maximum height equal to the distance the tower is setback from the closest property line; (b) Towers as regulated in § 155.385; (4) Commercial Retail Uses (a) Restaurant, Class II, when located no closer than 1,000 feet from any residential or institutional use; (b) Drive-through window service in conjunction with a Class II or III restaurant; (c) Towers as regulated in § 155.385; (D) ACCESSORY USES. Within the MUBC district, the uses or uses deemed similar by the City Council shall be permitted accessory uses: (1) Restaurant or cafeteria facilities associated with an internal office facilities intended to serve only the employees of the facility; (2) Picnic areas, plazas and similar semi-public gathering areas; (3) Off-street parking, refuse storage and loading spaces, as regulated by this Chapter; (4) 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 5 not to exceed time necessary for such construction, or for the sale of new homes in a new housing development. Trash dumpsters shall be removed from the subject lot when full; (5) Equipment, infrastructure, or facilities necessary to provide public telecommunication, cable, utility or other power services; (6) Outdoor dining area, subject to the regulations set forth in this Chapter; and (7) Parking structures subject to the following: (a) The design of the parking structures must integrate the forms and materials used for the principal buildings; and (b) Landscaping must be used at the base at the base of parking structures. (E) ADDITIONAL REQUIREMENTS AND CONDITIONS. (1) For any land within the City that is sought to be rezoned to MUBC after the effective date of the adoption of this MUBC zoning ordinance, the minimum size of a parcel or contiguous parcels to be rezoned as a MUBC district shall be no less than 10 acres. (2) Commercial retail uses shall be located upon a parcel adjacent and oriented to County Road 42, unless otherwise approved by the City Council upon a showing of good cause. (3) No industry/manufacturing or office warehouse showroom uses shall be permitted on a parcel adjacent to County Road 42 or Pilot Knob Road. (4) The terms and conditions of the Rockport, LLC Alternative Urban Areawide Review, dated 12-13-2007, and as updated on 10-13-2016, 2-10-22, and 12-26-2024 as issued for the land within this designated MUBC district, and as required to be amended from time to time shall be met. (5) Sand and gravel operations may continue in compliance with the terms and conditions of the Sand and Gravel zoning district and the Conditional Use Permit(s) in effect as of the date of this Ordinance. (F) MINIMUM STANDARDS AND REQUIREMENTS. (1) No improvements shall be placed on the lands unless the lands to be so used or improved shall meet the minimum area and dimensional requirements: Minimum lot dimensions: Lot area (square feet) 30,000 Lot width (feet) 100 Minimum building setbacks (feet) 6 Along principal or arterial streets 50 Along community or neighborhood collector streets 40 Along all other public streets: 30 Along a side lot line 15 Along a rear lot line 15 Abutting a residential district 30 Minimum Parking Setbacks Along public streets 20 Side or rear lot line 5 Abutting a residential lot 20 Maximum Building Coverage (percentage) Coverage of lot 50 Maximum Building Height (feet) Maximum height 75* * Building height shall be measured to the highest point of the parapet wall. Limited architectural and mechanical extensions, including but not limited to elevator overruns, mechanical penthouses, screening enclosures, and solar energy systems, may project above the parapet wall by a maximum of 10-ft., provided they are designed to minimize visual impact and do not contribute to additional habitable space. (2) All uses shall comply with the following: (a) Signage, see Chapter 154. (b) Performance standards, see § 155.344 and the Special Performance Standards set forth in this Section. (c) Building materials, see § 155.346. (d) Screening, see § 155.348. (e) Maximum impervious surface and drainage requirements, see § 155.350. (f) Lighting, see § 155.353. 7 (g) The minimum cost of landscaping materials for any building project shall be 2.5% of the estimated building construction cost based on current means construction data. All other landscaping requirements set forth in § 155.349 shall apply. (h) Parking, see §§ 155.370 through 155.379. (G) PERFORMANCE STANDARDS. The following performance standards shall be incorporated into any development to assure an overall sense of harmony. (1) Whenever a MUBC district abuts or is across the street from residential property, including multi-family, a fence or masonry wall, berm or compact evergreen hedge, or a combination thereof, not less than 50% opaque nor less than six feet in height shall be erected and maintained along all property lines or streets. (2) Loading docks shall not be permitted along the side of a building which faces a public street or an abutting residential or multi-family property unless they are properly screened from view in a manner satisfactory to the City Council. (3) Service yards, trash enclosures, delivery areas and loading docks shall be screened from view or located entirely within the building. Screening materials shall be consistent with the architecture of the building and shall use similar materials, finishes and colors. (4) Storm water ponding areas may be regarded as a water feature and open space amenity. Design and construction shall include the incorporation of open space and trails around the ponding areas to make these features integral part of any development. (5) Trail and sidewalk connectivity shall be incorporated in any development within the zoning district. (6) Parking lots having 15 or more spaces shall provide parking for bicycles and motorcycles. (7) Median islands between divided roads and driveways shall be landscaped with trees and low shrubs and accented with annuals and perennials. (H) DATA CENTER CONDITIONS AND REGULATIONS. A data center is subject to the following conditions and regulations: (1) Buildings shall be designed and constructed to include finishes and materials of consistent quality and design on all sides as regulated in Chapter 155 of the Code. All buildings shall have a vertical exposed exterior finish of 100% non-combustible, non-degradable and maintenance-free construction materials (such as face brick, natural stone or decorative concrete block but excluding construction materials such as sheet or corrugated aluminum, iron, plain or 8 painted plain concrete block or similar). Any decorative concrete block shall be colored only by means of a pigment impregnated throughout the entire block. Exterior roof-top finishes shall preclude the use of exposed or plated metal; any metal surface shall be coated or anodized with a non- reflective, glare-free finish. (2) No building shall be located no less than 100’ of any public right-of-way. (3) All buildings and supporting mechanical equipment and/or facilities shall be located no less than 200’ from residential zoned or guided property. (4) Any fence used for screening or security shall be constructed of a material similar to and complimentary to the primary building material and architecture. Perimeter and security fences along public streets shall be constructed of maintenance-free materials. Palisade-style fencing may be allowed. Fences constructed of chain-link, with or without slatted inserts, barbed wire, electrical wire, or other similarly visibly intrusive deterrence device are prohibited. Security fencing shall not exceed 8’ height unless approved by the City Council. Fences that are along a public right-of-way shall avoid long, undifferentiated facades and long, plain sections by including a combination of the following design elements: step-backs or recesses, changes in material, patterns, textures, colors, or use of accent materials such as posts, bollards or brick pillars. (5) A noise study shall be submitted with the conditional use permit application. The study, prepared by a licensed acoustic engineer, shall describe the anticipated noise level of the data center and all its supporting mechanical equipment and generator facilities, including whether noise will leave the site and depict if any surrounding properties are impacted. All required noise mitigation efforts shall comply with all City and State of Minnesota noise requirements. Mitigation may include sound walls, baffles, ventilation silencers, berming and/or separation from surrounding uses. The noise study shall review noise levels during commissioning, testing, normal operation and emergency operations of the building and its support facilities. The study shall provide recommended mitigation measures to address noise generated during a sustained emergency blackout period. (6) Screening of Mechanical, Generators, and Supporting Equipment. Ground-mounted and roof top mechanical equipment, power generators, water cooling and water storage facilities, utility substations, and other associated utility infrastructure to support sustained operations of the facility must be screened in accordance with the screening standards set forth elsewhere in this code. Mechanical equipment not screened by a principal building must be screened by a visually opaque fence, screen wall, parapet wall, or other visually opaque screen that mut be constructed of materials compatible with those used in the exterior architectural finishes of the principal building. Chain-link fencing with slats is prohibited. (7) A berm, wall or fence may be used in combination with vegetation to satisfy the screening requirement when approved by the City Council. Walls and fences that are abutting public right-of-way must avoid long, undifferentiated facades and long, plain sections by including a combination of the following design elements: variations in height, step-backs or recesses, changes in materials, patterns, textures, colors or use of accent materials. All landscaping, screening, and buffering must be maintained in a living condition. 9 (8) A detailed lighting plan with photometrics plan shall be submitted with the Site Plan and Building Permit Authorization application. All site lighting shall be confined to the site in accordance with the lighting requirements set forth elsewhere in this Code. (9) The height of a building may be increased from 75 feet to 100 feet, when no more than 40 feet of vertical building elevation is visible from any arterial roadway. (10) The City may approve reduced parking requirement for data centers when a traffic study, based on similar end-user operations, confirms decreased parking demand at the site, and areas otherwise used for parking are used for landscape buffer areas and screening. (11) No vibration may be produced which is transmitted through the ground and is discernable without the aid of instruments at any point beyond the property line. 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. 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 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 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 10 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA AMENDING CHAPTER 155 OF THE CITY CODE BY ADDING SECTION 155.310 ENTITLED “MUBC” MIXED USE BUSINESS CAMPUS DISTRICT AND DEFINITIONS IN SECTION 155.003 The following is the official summary of Ordinance No. passed by the City Council of Apple Valley on : Chapter 155 of the City Code is amended by adding Section 155.310 which establishes and set forth the zoning regulations for the new zoning district of mixed use-business campus (MUBC) district. Chapter 155 is also amended to add definitions of commercial recreation and data center, both of which is regulated under the MUBC district. 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 :February 5, 2025 S E C T I O N:P ublic Hearings Description: A pple Valley Technology P ark S taff Contact: A lex Sharpe, A I C P, City Planner Department / Division: Community Development Department Applicant: Oppidan I nvestment Company P roject Number: P C24-23-B C S Z Applicant Date: 12/30/2024 60 Days: 2/28/2025 120 Days: 4/29/2025 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments and continue 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. S UM M ARY: For the C ommission's consideration is a land use application from O ppidan Investment Company, applicant, and Rockport, LLC , property owner, for a rezoning of an approximately 134-acre parcel from "S G" Sand and Gravel to "MUBC" Mixed Use Business C ampus, subdivision by preliminary plat of the proposed parcel into 4 lots and 2 outlots and a Site Plan/Building Permit Authorization for a proposed "Technology Park." Included in the subdivision will be the dedication of right-of-way (RO W) for the extension of J ohnny C ake Ridge Road from C SA H 42 south to the intersection of 155th St. W. and the extension of 155th St. W. west to meet J ohnny Cake Ridge Road (J C C R). T he site is part of the Fischer Sand and Aggregate mining operation, which has a conditional use permit (C UP) that allows the extraction and processing of aggregate materials from the site. T he mining area east of the future J C C R is no longer being mined and is in the process of reclamation. T he proposed project is contained entirely within the area currently being reclaimed. Oppidan, the developer, is proposing to construct a "Technology Park" campus with five data center buildings with a building footprint of approximately 794,232 sq. ft. and several ancillary campus buildings with a footprint of approximately 65,928 sq. ft. T he total building footprint for the site is approximately 860,160 sq. ft. or 19.7 acres. Two buildings are noted as "two story," which may mean that the total building area exceeds the footprint. Staff is working with the applicant to clarify this detail. Additionally, there are several small buildings such as lift stations and fiber rooms. T he Planning C ommission is currently reviewing a C omprehensive Plan amendment submitted by the property owner, Rockport, LLC , that includes the subject property of this application. T he C ommission is also reviewing a new "MUBC " Mixed Use Business Campus ordinance that would create a new zoning classification that aligns with the comprehensive guiding of the property. T his application for the "technology park" with data center structures is predicated upon the approval of the proposed C omprehensive Plan amendment and the C ity's adoption of the draft MUBC ordinance. T he C ity must adopt a MUBC ordinance that is consistent with the currently adopted Comprehensive Plan, not based on the proposed C omprehensive Plan amendment. If the Comprehensive Plan amendment is approved, the MUBC ordinance will require an update to allow the flexibility in uses sought by the property owner. T he draft MUBC ordinance allows for data centers as a conditional use with performance standards. T he applicant has applied for a C UP to allow the data center. However, as the zoning district does not yet exist, a future hearing on the C UP to allow a data center will be required. Attached to this report are public comments received and are included as part of the public record. B AC K G RO UND: Alternativ e Urban Areawide Rev iew: Prior to this land use application, the applicant and property owner were required to update the Alternative Urban Areawide Review (A UA R). T his document required that the adopted A UA R for this area be updated to study the impacts of this proposal. T he Alternative Urban Areawide Review (A UA R) process is a hybrid of the Environmental Assessment Worksheet (EAW) and Environmental Impact Statement (EIS) review processes and is typically completed for larger site development over a significant period of time. T he original A UA R for this site was completed in 2016 and evaluated the area for a mix of uses including office, corporate office campuses, medical campus, light industrial manufacturing, hotels and ancillary retail and restaurants to serve the area. T he C ity adopted the 2024 Rockport, LLC , A UA R in December 2024. T he adoption of the A UA R is not an approval or action of support for the proposed development. When cities adopt an A UA R, they are adopting the findings of the report on a series of proposed potential land uses. Additional applications, such as the land use actions as part of this application, require approval before a use could operate. Comprehensiv e P lan: T he subject property is guided "MBC " Mixed Business C ampus. As the C ommission is aware, a Comprehensive Plan amendment is currently under review that would allow for a greater flexibility of uses throughout the "MBC ." T he majority of the subject property totaling approximately 70 acres currently allows "light industrial" uses. However, a 29-acre area in the northeast corner of the site at C SA H 42 and Pilot Knob is currently designated for "office, hotel, and medical" uses. T he proposed amendment must have a recommendation from the Planning C ommission to the City C ouncil, and then C ouncil is required to authorize submission of the proposed amendment to the Metropolitan C ouncil for their review. Once the Metropolitan C ouncil has provided their findings on the proposal, the proposed amendment requires a final determination from the C ity C ouncil. As stated, this application is predicated on the proposed amendment's approval. Zoning: T he site is currently zoned "SG" Sand and Gravel and is ready for reclamation. T he City has seen significant acreage of the community reclaimed from aggregate mining operations, including Fischer Marketplace and C obblestone. T he applicant has applied to rezone the subject property to MUBC . As previously noted, the MUBC ordinance does not yet exist and is under current review by the Planning Commission. By state statute, the City must adopt a MUBC ordinance that is in alignment with the currently adopted C omprehensive Plan. If the comprehensive plan amendment is adopted the Commission can anticipate future updates to the MUBC ordinance. P reliminary P lat: T he preliminary plat anticipates 4 lots and 2 outlots. T he current draft also notes a third outlot for the RO W for J ohnny C ake Ridge Road and 155th St. W. When a roadway is dedicated on the plat, the correct/accepted format is through the dedication of RO W, not an outlot. T his will require correction by the applicant. Staff has further reviewed the plat and noted the following corrections and/or discussion items: Outlot B is intended to be a regional stormwater pond and will be dedicated to the C ity. A blanket drainage and utility easement is required covering the full lot. T he preliminary plat proposes to dedicate half of the RO W required for J ohnny Cake Ridge Road and 155th St. T he C ity will require the full dedication of the RO W for these roadways either through additional platting of adjacent properties, or through another form of dedication acceptable to the C ity to ensure that the full roadway width is obtained as part of this project. Due to the secure nature of the proposed project, staff is recommending that 10' drainage and utility easements be provided when adjacent to public roadways. Typically the C ity has required that interior lot lines have 5' drainage and utility easements. However, as this site will not allow outside utilities access, these are unnecessary. T he preliminary plat and proposed site plan are inconsistent. T he following items will require the applicant to work with the City to clarify and/or correct prior to staff seeking a recommendation from the C ommission: Outlot A is anticipated to be further subdivided into several different lots. T he site plan anticipates a commercial lot west of the existing Great River Energy substation. Staff suggests that this plat note this lot as a separate outlot. T he Great River Energy substation is a platted lot with a dedicated half RO W. T he C ity and the applicant will need to continue discussions on how these properties will be served with access from J ohnny C ake Ridge Road. Either a new public roadway will be created or a private driveway with utility easement will be required. T he site plan proposes a future Great River Energy substation to the east of the existing site. Staff and the applicant have begun discussions on whether it would be more efficient to combine this proposed lot with the existing substation rather than create a separate parcel. T his will allow for greater efficiency, fewer easements, and a better use of the land available. Dakota County P lat Commission: Dakota C ounty requires that when a property adjacent to a C ounty roadway is platted that their plat commission review the project. On J anuary 15, 2025, the Plat Commission formally reviewed this project, and their official memo is attached to this report. Dakota C ounty will require additional RO W adjacent to C S A H 42, but will not require any additional land adjacent to Pilot Knob Road. T he preliminary plat has been updated to reflect this additional need. Grading P lan: A condition of the sand and aggregate mining C UP requires that the site be bermed to screen the mining operations from adjacent roadways. T he grading plan proposes to retain the majority of these berms to screen the site. However, with the additional RO W adjacent to C S A H 42 sought by Dakota C ounty, the berm adjacent to this roadway will be removed. Staff has communicated to the applicant that a berm of similar height to the existing berm must be installed to ensure screening is maintained. T he existing berm adjacent to Pilot Knob Road is to be retained. T here is a small area adjacent to Building B on the site plan where the berm is no longer shown. Staff has stated that this berm shall be continued with a consistent height for the entire length adjacent to Pilot Knob Road. Berming along O utlot B and building 604 must be on the subject parcel, not on Outlot B, which will be dedicated to the C ity as a regional stormwater pond area. Planning and Engineering staff have reviewed the remaining grading plan and found it to be sufficient for screening from adjacent sites, including the future J ohnny Cake Ridge Road and 155th St. W extensions. T he intention of this screening is not to screen the full buildings, but it will screen parking areas and internal operations from adjacent roadways. Site P lan: T he sheer size of this 134-acre site can distort how the site is perceived. To provide the C ommission and the public with a more informed perspective, the applicant has been encouraged to shadow in adjacent buildings such as Health Partners and C hafinVet. It is common at this stage of the review process for a site plan to have a number of corrections. Due to the size of this site, the number of items that need correction or clarification is significant, but not out of proportion when compared to other smaller sites. Site Access, Phasing and Security T his site plan proposes to be constructed in multiple phases over 3-5 years. Site access is from English Ave. and as previously noted, the site has controlled secure access. T he initial access point from English Ave. will lead to a security building labeled "Building A" on the site plan. Visitors will go through this security checkpoint to enter the site. A second access to the site from 152nd St. W. for deliveries is also provided. T his access will primarily be for larger vehicles such as box trucks and a small number of semis. T hese vehicles will deliver machinery, servers, and other items necessary for the data center to "Building B," also named the "Technology Assembly Building," where they will be unloaded. T his product is then loaded onto a second vehicle within the secure perimeter and delivered to the individual buildings within the site. T he following items related to the site plan will require updates prior to this item being brought back before the Planning C ommission: T he site plan must show all proposed property lines. Setbacks for all buildings must be shown on all sides to the closest property line. Setbacks from residentially zoned properties shall be shown. Staff suggests this be completed in a separate diagram. T he site plan must include the location and general number of generators proposed on site. Building coverage and impervious area shall be shown for each proposed lot in addition to the site total. Building "B" currently does not meet the required setback of 100' in the draft ordinance. T he setback of the fence from the property line shall be shown. T he distance between the dual fences shall be shown to better illustrate that the site will have a two-layer fence system. Drive-aisle widths and turning radius of a fire truck shall be provided. Buildings are labeled "one story" and "two story." T his could cause confusion as these buildings are 40' - 72' tall. Staff recommends noting the total height of each building to the top of the parapet walls. Interior plans showing the area of each floor are required to properly determine park dedication. Actual layout of the interior space is not required. A site plan detailing the massing of the buildings and screenwalls shall be provided. T he draft ordinance requires the following: "All building f acades that are in public view must avoid the use of undiff erentiated facades and long, plain wall sections by including a combination of the f ollowing design elements: change in building height, building step-backs or recesses, windows, doors, changes in building material, patterns, textures, colors, or use of accent materials." T here are several small ancillary buildings such as fiber rooms and lift stations. T he area, materials, height and setbacks from property lines for these buildings shall be provided. Staff recommends a separate site plan or document be prepared. T hese ancillary buildings shall be included in site calculations for impervious surface, building footprints, etc. Include the area of the surge tanks and water treatment storage areas. All gravel areas are considered impervious. C larify whether these areas are included within the impervious surface coverage of each site/total site. Site Traffic: T he findings of the A UA R note that the proposed use as a data center resulted in a significant reduction in the total number of vehicles to the area. T his reduction in vehicles may result in a redesign of J ohnny C ake Ridge Road as the reduction is significant enough that a larger roadway may not be required. T he C ity Engineer's memo provides additional details on this design and notes that further study may be required to determine the RO W needs. Conditional Use P ermit: As previously noted, this project will require a public hearing for the C onditional Use Permit (C UP) at at later date once the draft MUBC ordinance has been adopted. Provisions within the draft ordinance provide for performance standards related to the following items: Increased setbacks from property lines in comparison to the general MUBC setbacks. Increased setback from residentially zoned properties. Building design Due to the size of these buildings, the draft ordinance includes provisions to break up building massing and prohibits "undifferentiated facades and long, plain wall sections." T hese wall sections must be broken up by design elements such as changes in color, height, recesses and material. Requirement to perform a noise study to ensure state noise standards are met. Fence/security provisions. Requirements that prevent long stretches of mono-material sections. Requirement for differentiated materials and elevations. Required screening of mechanical equipment including but not limited to HVA C , water cooling towers, utility substations, and generators. Required berming. Requirement for a photometric plan to ensure the site meets lighting requirements consistent with other sections of ordinance. Maximum building heights. Vibration and or other potential negative impacts must not be discernable without instruments at the property line. Phasing of the project and the required dedications to the City. Landscape P lan: T he landscape plan places the vast majority of landscaping around the perimeter of the site on the berms to provide additional screening. T he applicant has not provided a landscape list for staff to evaluate species mix and diversity requirements. T he applicant has proposed that most of the site be planted with low-maintenance grass species and has expressed willingness to work with staff to plant native prairie grasses and seed mixes. T he applicant should be aware that these species often require several years of initial maintenance to become established. T he applicant will be required to ensure that these areas become established with these species to ensure invasives and other undesirable species do not become the predominant species. T he site will be required to meet the 1.5% means construction value of the buildings, which shall go towards the cost of site landscaping. T he applicant has stated that the building value of these buildings and their size should provide for a significant amount of landscaping on the site. Staff would see additional information on the proposed building value, an estimate on the total number of trees, shrubs, etc., that will be installed as part of each phase and the final buildout of the site. Staff also has the following comments/corrections: Landscaping on the commercial property west of the existing substation shall be moved onto the subject property. Additional landscaping shall be provided along the northern property line adjacent to C SA H 42. T here are gap areas east of the proposed substation. Additional landscaping shall be provided along the southern property line adjacent to the future city ponding areas. T here are gaps in the landscaping along this property line where additional screening to the adjacent trail is sought. All landscaping utilized for screening shall be installed on the subject property and outside of easements. Conifer species are known to reduce noise impacts. T he applicant should consider the installation of additional conifers to reduce potential noise impacts on adjacent properties. Site P arking: T he draft ordinance allows for a reduction in required site parking for data centers if the applicant provides a parking and traffic study which provides documentation that the need for parking at a data center use is reduced from standard industrial sites. Based on initial study completed by staff, the need for parking at other data center sites has been significantly less than other comparable sites. T he site plan currently has 351 stalls on site, which may be significantly more stalls than the number of people at the site at any one time. Staff would encourage the applicant to reduce parking and provide areas for proof of parking rather than pave significant areas of land that will not be utilized. Building and F ence E lev ations: Staff has the following comments on the building and fence elevations provided by the applicant: T he building elevations provided do not provide sufficient details to clearly determine where or which building is being depicted. T here are no building materials provided. Building materials for each building, including smaller ancillary buildings shall be provided. Screenwall materials shall be identified. Staff strongly recommends that the applicant provide material samples for the Commission, C ouncil, and the public to comment on and review. Photographs and other real-life material depictions shall be provided. Renderings shall be provided. Sight line studies shall be provided. Staff has provided the applicant with a map of locations to generate sightline studies. T hese areas are from prominent roadways, homes, and adjacent properties. T he current renderings appear to have significant lengths of single/mono-materials, lack of discernable breakup of building massing, and building sections that will be highly visible from off-site. T he size of the site, particularly along the southern side, will assist with breaking up massing as the southern building (building 604) will be approximately 500+' from 155th St. W. Screenwalls along the northern property line may be highly visible from C S A H 42 and Pilot Knob. Building B, the closest building to residential homes, does not appear to have significant material variation or alteration of building facade. T his building in particular will require additional consideration from the applicant as it faces the rear of several homes, is 48' tall, and is at an elevation above the homes across Pilot Knob Rd. T he applicant did not provide details or elevations/renderings of the site fencing. T he applicant will be required to provide elevations that detail how the double fencing will appear from off-site. T he proposed fencing does not include any material alterations, changes in orientation or other means to break up long sections as required by the draft ordinance. T he applicant will be required to provide details and distances between features that break up the significant distances this fencing will stretch. T he applicant is advised to focus on breaking fence massing where the fence will be most visible, particularly adjacent to the future trails on the C ity's ponding property. Building Height: T he maximum building height permitted in the draft ordinance is 75'. T his height may be increased to 100' when no more than 40' of vertical building elevation is visible from adjacent arterial roadways such as C SA H 42 and Pilot Knob. At this time staff is unable to determine if there are sections of building which exceed 40' of vertical building elevation. Building 600 and 601 are 72' tall to the top of the parapet wall and 81' tall to the roof of the elevator shaft, which is a minimal area of the building and excepted in the draft ordinance for the calculation of building height. T he short buildings vary between 28' - 48' tall. T he sightline studies requested by staff will help demonstrate how these heights affect the view from off-site. Job Creation and E mployee Count: As the C ommission is aware, this area of Apple Valley has been long intended to be a job creation zone. T he applicant is encouraged to provide additional details on the job creation and ancillary jobs created by this land use. Tax Benefit: T he applicant has shared with staff that the value of these buildings presents Apple Valley with a significant tax benefit for the community. Staff has not been provided sufficient information to evaluate this. T hat said, typically, land use approvals do not consider the tax benefit a land use can provide the community. In this instance, staff would encourage the applicant to provide these details, as they are seeking a C omprehensive Plan amendment and a custom ordinance for data centers to be developed by the C ity, and have stated that the proposed use is not a significant job creator, which has been the C ity's stated goal for the site. B UD G E T I M PAC T: Park dedication will be required as part of this development. Staff has provided the applicant with an initial estimate based upon current industrial rates. T he C ommission should be aware that industrial uses are not a significant generator of park funds as they are seen as creating the least amount of needs for parkland. Park dedication, particularly when the applicant is electing cash-in-lieu must have a nexus between the amount collected by the C ity and the need created by the proposed land use. As these sites are not significant employment generators, the park dedication fee is anticipated to be minimal. AT TAC HM E NT S : L ocation Map Comp Plan Map Z oning Map Memo Preliminary P lat Plan S et Plan S et Site P lan Grading P lan Plan S et Demolition Plan Utilities Plan Plan S et Elevations L andscaping Plan Memo Memo Memo Public Hearing Comments Public Hearing Comments 150TH ST W 157TH ST W PI L O T K N O B R D FL A G S T A F F A V E 147TH S T W 155TH ST W F I N C H A V E FJ O R D A V E 158T H S T W FE R N A N D O A V E EN G L I S H A V E EM B R Y P A T H EN E R G Y W A Y FLIGHT LN 156TH ST WFA I R F I E L D D R 148 T H S T W 152ND ST W 151ST ST W EM O R Y A V E EV E R G L A D E A V E E N D I C O T T W A Y FLEET TRL FLIGHT WAY E V E R E S T A V E 154TH ST W FA I R C H I L D W A Y 153RD ST W EM P E R O R A V E F L O A T C T FL A C K W O O D A V E FLORIST CIR 158TH CT W 156TH WAY 149T H S T W FL A N D E R S P A T H EN G L I S H A V E 150TH ST W 154TH ST W PI L O T K N O B R D 158TH S T W ^ ¯Apple Valley Technology Park Location Map Subject Property CSAH 42 & Pilot Knob Rd 0 1,000500 Feet 150TH ST W PILOT KNOB RD 155TH ST W EMBRY PATH ENGLISH AVE 152ND ST W 151ST ST W EMORY AVE FAIRFIELD DR 156TH ST W 154TH ST W EMORY CIR FAIRCHILD WAY 153RD ST W 156TH WAY FAIRBOOK CT PILOT KNOB RD 150TH ST W SITE Apple Valley Technology ParkCSAH 42 & Pilot KnobGuided "MBC"Mixed Business Campus ¯ ^ 0 200 400 Feet MBC MBC MBC 150TH ST W PILOT KNOB RD 155TH ST W EMBRY PATH ENGLISH AVE 152ND ST W 151ST ST W EMORY AVE FAIRFIELD DR 156TH ST W 154TH ST W EMORY CIR FAIRCHILD WAY 153RD ST W 156TH WAY FAIRBOOK CT PILOT KNOB RD 150TH ST W A AP P PD SG PD-856 PD-703 SITE Apple Valley Technology ParkCSAH 42 & Pilot KnobZoned "SG"Sand and Gravel ¯ ^ 0 200 400 Feet MEMORANDUM Date: December 18, 2024 REVISED 1/31/2025 To: Mr. Tim Benetti and Alex Sharpe City of Apple Valley Community Development and Planning 7100 147th St W Apple Valley, MN 55124 From: Drew Johnson, SVP Oppidan Investment Company Subject: Apple Valley Technology Park - Land Development Narrative Dear Mr. Benetti and Sharpe, On behalf of project proposer, Oppidan Development Co., Penny Design Group and Kimley -Horn and Associates, Inc. has prepared the attached submittal for a Conditional Use Permit (CUP), Rezone, Site Plan Review, and Preliminary Plat for the Apple Valle y Technology Park project located in the Southwest quadrant of Pilot Knob and CSAH 42. We look forward to working with you on the submittals. Project Overview The Apple Valley Technology Park project proposes the development of approximately 134 acres of land located at the southwest corner of CSAH 42 (150th Street) and CSAH 31 (Pilot Knob Road) in Apple Valley, Dakota County, Minnesota. The proposed development includes three one-story data center buildings and two two-story data center buildings, along with ancillary buildings for office space, security, logistics, and centralized utility services. The project will also incorporate necessary utilities, d rives, landscaping, and other related infrastructure as outlined in the project documents. The Apple Valley Technology Park project will be replacing the eastern portion of the current mining operations. In partnership with the city, the project will fund the extension of Johnny Cake Ridge Road and 155th St. W to aid in future development of the area. As part of the site plan, Oppidan will be dedicating 20 acres on the south side of the project to the city for region storm water ponds and will be constructing walking paths that will connect to the city trail system. In total, the project will be planting over 2,000 trees and shrubs to help with screening as well as improve the aesthetics of the overall area. A comprehensive landscape plan is being developed to retain topsoil, lower irrigation needs, and increase natural pollinators presence. The project is requesting zero variances to the MU- BC zoning code and will exceed setbacks required. The northeast portion of the site plan will remain as a commercial lot for future development. Annually the water consumption of the cooling system will be under 8 million gallons per year, a 85% decrease from current mining operations per the DNR water appropriation website. Given Minnesota’s climate, the cooling system is expected to run 3% to 5% of a calendar year and reuses water 3 – 4 times before discharging into city sewer. Inclusive to the thousands of construction jobs this project will create, it is anticipated that over 200 full-time jobs will be created directly from the Technology Park. It is expected that ancillary jobs created will be 3 times that amount. Ancillary jobs include, but are not limited to, HVAC Technicians, Electrical Technicians, Network Engineers, Deisel Mechanics, and Property Maintenance vendors. Rockport LLC Alternative Urban Areawide Review (AUAR) was adopted by the City Council on December 26, 2024. Additionally, a Comprehensive Plan text amendment is underway and being led by the City of Apple Valley in coordination with the Metropolitan Council. The City of Apple Valley staff is drafting the official Mixed Use – Business Campus District (MU-BC) zoning code for consideration of adoption by the Apple Valley City Council. The proposed development is applying to rezone to MU -BC, as stated in the Apple Valley Comprehensive 2040 plan, as part of this submission. Schedule In anticipation of the AUAR update adoption on December 26, 2024, it is the design team’s understanding that the current comprehensive plan amendment, MU-BC zoning adoption, and this land-use application can run concurrently through Apple Valley’s land use process. Conditional Use Permit As stated in the draft MU-BC zoning, Data Center is an approved use, but subject to a Conditional Use Permit. This site plan is conforming to the base MU-BC ordinance and requires no deviations. The project team greatly appreciates the City of Apple Valley’s consideration of this Conditional Use Permit, Rezone, Site Pl an Review, and Preliminary Plat application. If you have any questions or concerns, please feel free to reach me at Katelyn.Olson@k imley- horn.com or 507-216-0362. Sincerely, Drew R. Johnson SVP – Oppidan Investment Company ITEM 12 (A) ITEM 12 (D) ITEM 12 (B) ITEM 12 (L) I T E M 1 2 ( K ) ITEM 12 (E) ITEM 13 (C) ITEM 13 (C) ITEM 13 (B) ITEM 13 (A) ITEM 17 ITEM 19ITEM 20 ITEM 25(A) ITEM 25(B) ITEM 25 (C) ITEM 24 (B) ITEM 28 ITEM 28 ITEM 13 (C) ITEM 13 (C) ITEM 12 (A) ITEM 17 ITEM 19 ITEM 12 (D) ITEM 19 ITEM 17 ITEM 12 (D) ITEM 12 (A) ITEM 12 (E) ITEM 12 (E) ITEM 28 ITEM 12 (L) IT E M 1 2 ( K ) IT E M 1 2 ( K ) IT E M 1 2 ( K ) ITEM 28 ITEM 28 ITEM 28 ITEM 24 (A)ITEM 24 (A) ITEM 24 (B)ITEM 25 (B) ITEM 12 (L) ITEM 12 (L) ITEM 16(B)(C) ITEM 13 (B) ITEM 13 (A)ITEM 13 (C) ITEM 20 ITEM 25(A) ITEM 25 (C) ITEM 25 (C) ITEM 25(B) ITEM 25(B) ITEM 25(A) ITEM 28 ITEMS 29 & 30 ITEM 12 (L) ITEM 12 (L) ITEM 12 (L) (A M I N O R E X P A N D E R ) 150TH ST W / CSAH 42 152ND ST W 155TH ST W PI L O T K N O B R D / C S A H 3 1 (LOCAL ROAD) EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N (PRINCIPAL ARTERIAL) (L O C A L R O A D ) (PLANNED MINOR COLLECTOR) (P L A N N E D M A J O R C O L L E C T O R ) COMMERCIAL ACCESS EXISTING PROPERTY LINE EXISTING PROPERTY LINE PUBLIC ROAD LOT 3 AREA: 13.35 AC LOT 4 AREA: 14.66 AC OUTLOT A AREA: 53.29 AC OUTLOT B AREA: 24.31 AC LOT 2 AREA: 8.49 AC RIGHT-OF-WAY DEDICATION A AREA: 6.14 AC RI G H T - O F - W A Y DE D I C A T I O N B AR E A : 6. 6 4 A C LOT 1 AREA: 6.10 AC R=9942.48 L=632.75 Δ=3°38'47" R=9742.67 L=396.85 Δ=2°20'02" R455.0' R545.8' SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R PR E L I M I N A R Y P L A T AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN PROPERTY SUMMARY LOT 1 6.10 AC LOT 2 8.49 AC LOT 3 13.35 AC LOT 4 14.66 AC OUTLOT A 53.29 AC OUTLOT B 24.31 AC RIGHT-OF-WAY DEDICATION A 6.14 AC RIGHT-OF-WAY DEDICATION B 6.64 AC TOTAL PROPERTY AREA 132.98 AC SURVEYOR EGAN, FIELD & NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TEL: (612) 466-3300 CONTACT: ERIC ROESER, L.S. CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTUS STREET, SUITE 100 SAINT PAUL, MN 55114 TEL: (507) 216-0362 EMAIL: KATELYN.OLSON@KIMLEY-HORN.COM CONTACT: KATIE OLSON, P.E. DEVELOPER OPPIDAN INVESTMENT COMPANY 400 WATER ST, SUITE 200 EXCELSIOR, MN 55331 TEL: (952) 294-0353 LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF APPLE VALLEY, COUNTY OF DAKOTA, STATE OF MINNESOTA, DESCRIBED AS FOLLOWS: PARCEL 1: ABSTRACT PROPERTY: THE EAST HALF OF THE NORTHEAST QUARTER, EXCEPT THE WEST 20 RODS OF THE NORTH 16 RODS, IN SECTION 35, TOWNSHIP 115, RANGE 20 WEST OF THE 5TH PRINCIPAL MEDIDIAN, DAKOTA COUNTY, MINNESOTA; EXCEPT THAT PART THEREOF INCLUDED IN ORCHARD PLACE 2ND ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA; AND EXCEPT THAT PART THEREOF INCLUDED IN ORCHARD PLACE 4TH ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA PARCEL 2: ABSTRACT PROPERTY: THE WEST 10 RODS OF THE NORTH 16 RODS OF THE EAST HALF OF THE NORTHEAST QUARTER IN SECTION 35, TOWNSHIP 115, RANGE 20 WEST OF THE 5TH PRINCIPAL MERIDIAN, DAKOTA COUNTY, MINNESOTA. PARCEL 3: ABSTRACT PROPERTY: THE EAST 10 RODS OF THE WEST 20 RODS OF THE NORTH 16 RODS OF THE EAST HALF OF THE NORTHEAST QUARTER IN SECTION 35, TOWNSHIP 115, RANGE 20 WEST OF THE 5TH PRINCIPAL MERIDIAN, DAKOTA COUNTY, MINNESOTA. PARCEL 4: ABSTRACT PROPERTY: THE WEST HALF OF THE NORTHEAST QUARTER, LESS AND EXCEPT THE NORTH 75 FEET THEREOF, IN SECTION 35, TOWNSHIP 115, RANGE 20 WEST OF THE 5TH PRINCIPAL MERIDIAN, DAKOTA COUNTY, MINNESOTA; EXCEPT THAT PART THEREOF INCLUDED IN THE PLAT OF COOPERATIVE ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA; AND EXCEPT THAT PART THEREOF INCLUDED IN ORCHARD PLACE 2ND ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA. PARCEL 5: (ADDITIONAL LAND - NOT PART OF THIS SURVEY) ABSTRACT PROPERTY: THE NORTHWEST QUARTER, LESS AND EXCEPT THE NORTH 75 FEET THEREOF, IN SECTION 35, TOWNSHIP 115, RANGE 20 WEST OF THE 5TH PRINCIPAL MERIDIAN, DAKOTA COUNTY, MINNESOTA. NORTH PP100 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 0 1 7 7 4 0 6 5 01 / 2 3 / 2 0 2 5 AS S H O W N TE T TE T KJ O COUNTY ROW: CITY ROW: SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S NORTH Know what'sbelow. before you dig.Call 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 ARCH FULL BLEED E1 (30.00 X 42.00 INCHES) 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. 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF APPLE VALLEY'S GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 6.THE CONTRACTOR SHALL INSTALL A STEEL MARKER POST AT THE END OF EACH SANITARY SEWER SERVICE. THE DEVELOPER SHALL PROVIDE GPS COORDINATES OF EACH MARKER POST AND GPS COORDINATES OF EACH SANITARY SEWER SERVICE WYE. FINAL RECORD DRAWINGS SUBMITTED TO THE CITY SHALL HAVE A TABLE IDENTIFYING EACH SANITARY SEWER SERVICE WITH THE AFOREMENTIONED GPS COORDINATES. 7.KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR PROCEED WITH CONSTRUCTION BEFORE KIMLEY-HORN HAS ISSUED FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS OBTAINED. NOTES: APPLE VALLEY TECHNOLOGY PARK SOUTH OF 150TH STREET WEST, WEST OF PILOT KNOB ROAD, AND NORTH OF 155TH STREET WEST FOR SITE DEVELOPMENT PLANS SITE BENCHMARK: TOP OF 5/8-INCH REBAR W / RED PLASTIC CAP LABELED "EFN CONTROL" SITE BENCHMARK IS LOCATED ON THE WEST SIDE OF ENGLISH AVENUE 120 FEET NORTH OF THE INTERSECTION OF 155TH STREET WEST. ELEVATION = 944.23 FEET BENCHMARKS ARCHITECT PENNEYDESIGNGROUP, LLC 8120 WOODMOUNT AVENUE, SUITE 750 BETHESDA, MD 20814 TEL: (301) 979-7605 EMAIL: PBEYLO@PENNEYDESIGNGROUP.COM CONTACT: PETER W. BEYLO PROJECT TEAM: SURVEYOR EGAN, FIELD & NOWAK, INC. 475 OLD HIGHWAY 8 NW, SUITE 200 NEW BRIGHTON, MN 55112 TEL: (612) 466-3300 CONTACT: ERIC ROESER, L.S. UTILITY AND GOVERNING AGENCY CONTACTS ENGINEERING DEPARTMENT CITY OF APPLE VALLEY PUBLIC WORKS TEL: (952) 953-2400 EMAIL: PUBWORKS@APPLEVALLEYMN.GOV CONTACT: BRANDON S. ANDERSON, P.E. ROADWAY AUTHORITY CITY OF APPLE VALLEY PUBLIC WORKS TEL:(952) 953-2400 EMAIL: PUBWORKS@APPLEVALLEYMN.GOV CONTACT: JEFF LATHROP POWER COMPANY GRE/DAKOTA ELECTRIC ASSOCIATION 4300 220TH ST W FARMINGTON, MN 55024 TEL: (651) 463-6212 EMAIL: MZEIDLER@DAKOTAELECTRIC.COM DAKOTA ELECTRIC CONTACT: MATT ZIEDLER EMAIL: MMACMILLAN@GRENERGY.COM GRE CONTACT: MICHELLE MACMILLAN NATURAL GAS COMPANY NORTHERN NATURAL GAS TEL: (402) 398-7200 EMAIL: DEREK.SANDMANN@NNGCO.COM CONTACT: DEREK SANDMANN DAKOTA COUNTY ADMINISTRATION CENTER 1590 HIGHWAY 55 HASTINGS, MN 55033 TEL:(651) 437-3191 NORTHEAST 1/4 OF SECTION 35, TOWNSHIP 115 NORTH, RANGE 20 WEST. SECTION, TOWNSHIP & RANGE WETLAND US ARMY CORPS OF ENGINEERS 332 MINNESOTA STREET, SUITE E1500 ST PAUL, MN 55101 TEL: (651) 290-5200 GEOTECHNICAL ENGINEERING AMERICAN ENGINEERING TESTING, INC. 550 CLEVELAND AVE N ST PAUL, MN 55114 TEL: (651) 659-1301 EMAIL: RFLICKINGER@TEAMAET.COM CONTACT: ROB FLICKINGER SITE CSAH 42 PI L O T K N O B R D 155TH ST WEST DEVELOPER OPPIDAN INVESTMENT COMPANY 400 WATER ST, SUITE 200 EXCELSIOR, MN 55331 TEL: (952) 294-0353 CONTACT: DREW JOHNSON LANDSCAPE ARCHITECT KIMLEY-HORN ASSOCIATES, INC. 767 EUSTUS STREET, SUITE 100 SAINT PAUL, MN 55114 TEL: (612) 568-0698 EMAIL: RYAN.HYLLESTED@KIMLEY-HORN.COM CONTACT: RYAN HYLLESTED PR E P A R E D F O R CO V E R S H E E T C000 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTUS STREET, SUITE 100 SAINT PAUL, MN 55114 TEL: (507) 216-0362 EMAIL: KATELYN.OLSON@KIMLEY-HORN.COM CONTACT: KATIE OLSON, P.E. SHEET LIST TABLE SHEET NUMBER/RANGE SHEET NAME C000 COVER SHEET C001 GENERAL NOTES C010 - C010.19 ALTA TOPOGRAPHIC SURVEY C020 EROSION AND SEDIMENT CONTROL PLAN - TEMPORARY STABILIZATION C021 EROSION AND SEDIMENT CONTROL PLAN - PERMANENT STABILIZATION C030 OVERALL SITE PLAN C030.1 - C030.12 SITE PLAN ENLARGEMENTS C040 OVERALL GRADING PLAN C040.1 - C040.12 GRADING PLAN ENLARGEMENTS C041 POND GRADING PLAN C042 - C043 POND GRADING DETAILS C050 OVERALL DRAINAGE PLAN C050.1 - C050.12 DRAINAGE PLAN ENLARGEMENTS C060 SITE DEMOLITION PLAN C070 OVERALL UTILITY PLAN C070.1 - C070.12 UTILITY PLAN ENLARGEMENTS L080 LANDSCAPE PLAN L080.1 - L080.12 LANDSCAPE PLAN ENLARGEMENTS C090 - C091 EROSION AND SEDIMENT CONTROL DETAILS C092 - C093 SITE DETAILS C094 - C095 UTILITY DETAILS L096 LANDSCAPE DETAILS 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S 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. GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH THE CITY OF APPLE VALLEY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT GOPHER STATE ONE 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 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: 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 TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.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. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING/ STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.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. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTIONS AND ELEVATIONS. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 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: ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 6.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 7.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. 8.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 9.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. ADJUST BASED ON LOCAL FROST DEPTH 10.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. 11.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. 12.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). 13.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 14.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 15.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. 16.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. 17.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. 18.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. 19.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 20.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. 21.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. 22.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 23.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. 24.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 25.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. 26.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. DEMOLITION PLAN NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE APPLE VALLEY, DAKOTA COUNTY, AND MNDOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF APPLE VALLEY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAIN TILE IS ENCOUNTERED ON SITE; ACTIVE DRAIN TILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. PR E P A R E D F O R GE N E R A L N O T E S C001 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN GENERAL NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) 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 OPPIDAN 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 AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 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. 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, INFILTRATION AND EXFILTRATION, 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 AND TRUCK WELL DRAIN 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. SEQUENCE OF CONSTRUCTION (PH1): UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 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 2 SEQUENCE OF CONSTRUCTION UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE 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. EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. REFER TO GEOTECHNICAL REPORT NO.P-0037348 AMERICAN ENGINEERING TESTING APPLEY VALLEY, MINNESOTA DATED NOVEMBER 22, 2024 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R AL T A T O P O G R A P H I C S U R V E Y C010 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN FOR REFERENCE ONLY SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R AL T A T O P O G R A P H Y S U R V E Y C010.1 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN FOR REFERENCE ONLY 930 940 950 960 970 93 0 940 950 960 970 930 9 4 0 950 96 0 970 950 960 970 920 930 940 950 950 960 970 98 0 94 0 9 4 0 940 940 9 4 0 950 950 9 5 0 930 940 940 940 950 950 95 0 9 6 0 970 95 0 96 0 940 950 960 940 9 4 0 9 5 0 9 6 0 970 950960 97 0 9 4 0 940 94 0 9 5 0 940 94 0 950 9 6 0 960 970 930 940 95 0 96 0 940 9 5 0 950 960 X X X X X X X X X X X X X X X X XXXXXXXXXXXX X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX 150TH ST W / CSAH 42 152ND ST W 155TH ST W PI L O T K N O B R D / C S A H 3 1 EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 24' 80 ' 24 ' 80' 11 . 7 4 % 2: 1 7 . 4 8 % 5 . 0 6 % 4 : 1 5.09 % 1.4 7 % 1. 1 9 % 2.4 2 % 4 : 1 1.03% 10.64 % 0.1 9 % 4:1 2 : 1 5 : 1 3.31% 2.57% 2: 1 3 : 1 2:1 2:1 2:1 1.48% 0.68 % 2.6 1 % 4 . 5 0 % 3:1 2:1 EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 PID: 010350025010 PID: 010350075017 PID: 015589100040 PID: 014442001010 PID: 015589300010 PID: 015589301020 PID: 015589300020 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH TEMPORARY STABILIZATION BMP QUANTITIES SILT FENCE ±2,176 LF INLET PROTECTION 54 EA ROCK CONSTRUCTION ENTRANCE 2 EA PR E P A R E D F O R ER O S I O N A N D S E D I M E N T CO N T R O L P L A N - T E M P O R A R Y ST A B I L I Z A T I O N C020 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TE T KJ O X X X LEGEND ROCK ENTRANCE (PER DETAIL ERO-22 ON SHEET C090) INLET PROTECTION (PER DETAILS ON SHEETS C090 AND C091) SILT FENCE (PER DETAIL ERO-1 ON SHEET C090) LIMITS OF DISTURBANCE SAFETY FENCE PROPOSED PROPERTY LINE EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING CONTOUR EXISTING STORM SEWER X.X%EXISTING DRAINAGE DIRECTION EXISTING STORM SEWER MANHOLE EXISTING STORM SEWER INLET D D DD D D D D D D D D D D D D DD D D D D D D D D D DDDDDDD D D D D D DDD DDD DDDD DDDD D DD D D D D D D D D D D DDDD D D D D DD DDDDDD DDD D DDDDD DD D D D D 150TH ST W / CSAH 42 EN G L I S H A V E 950 960 940 940 95 0 940 94 0 9 4 0 9 3 0 940 940 960 940 960 950 930 940 92 0 9 2 0 9 3 0 94 0 9 5 0 93 0 92 0 950 94 0 95 0 97 0 960 95 0 970970 98 0 970 950 960 9 4 0 95 0 94 0 930 940 950 960 94 0 94 0 9 4 0 9 4 0 9 5 0 94 0 9 5 0 9 6 0 98 0 97 0 960 950 940 930 980 98 0 950 940 930 950 940 94 0 970 940 950 960 94 0 930 940 152ND ST W PI L O T K N O B R D / C S A H 3 1 155TH ST W 9 5 0 96 0 9 7 0 9 4 0 940 980 980 950 960 970 STORMWATER TREATMENT ±10.05 AC EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 STORMWATER TREATMENT ±7.70 AC 6.2 6 % 15.97% 80 . 0 ' 24.0' 24 . 0 ' 80.0 ' BU I L D I N G 6 0 0 TW O S T O R Y ±1 1 3 , 2 3 3 S F FF E : 94 6 BUILDING B ±33,500 SF FFE: ±948.5 BU I L D I N G 6 0 1 TW O S T O R Y ±1 1 3 , 2 3 3 S F FF E : 94 7 BUILDING 603 ONE STORY ±219,075 SF FFE: 946 BUILDING 604 ONE STORY ±219,075 SF FFE: 945 BUILDING C ±0.71 AC FFE: 947BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING A ±1,500 SF FFE: 945 STORMWATER TREATMENT ±0.75 AC STORMWATER TREATMENT AREAS TO BE USED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. CONTRACTOR TO CLEAN OUT BEFORE CONSTRUCTION IS FINISHED. WATER TREATMENT AND STORAGE AREA. DESIGN BY OTHERS ± 2.0 AC FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. PROP RIP RAP, TYP. PROP RIP RAP, TYP. FUTURE ROADWAY GRADING FUTURE ROADWAY GRADING FUTURE ROADWAY GRADING FUTURE ROADWAY GRADING PROP RIP RAP, TYP. PROP RIP RAP, TYP. PROP RIP RAP, TYP. PROP RIP RAP, TYP. STORMWATER TREATMENT ±0.38 AC D D DDDDDD D D D D D D D D D D D D D D D D D D D DDDD D DDD D D DD D D D D D DD D D D DDD DDDDD DD D D D D D D D D DDD D DDD DD DD DD DDDDDD DD D DDDDD DD D D SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH SILT FENCE (PER DETAIL ERO-1 ON SHEET C090) LIMITS OF DISTURBANCE PROPOSED STORM MANHOLE LEGEND EROSION CONTROL BLANKET (PER DETAIL ERO-6 ON SHEET C090) PERMANENT STABILIZATION BMP QUANTITIES SILT FENCE ±2,788 LF INLET PROTECTION 258 EA ROCK CONSTRUCTION ENTRANCE 2 EA EROSION CONTROL BLANKET ±14.6 AC PR E P A R E D F O R ER O S I O N A N D S E D I M E N T CO N T R O L P L A N - PE R M A N E N T S T A B I L I Z A T I O N C021 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN PROPOSED PROPERTY LINE EXISTING EASEMENT Know what'sbelow. before you dig.Call R EXISTING PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOURXXX ROCK ENTRANCE (PER DETAIL ERO-22 ON SHEET C090) X.X%PROPOSED DRAINAGE DIRECTION 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TE T KJ O INLET PROTECTION (PER DETAILS ON SHEETS C090 AND C091) PROPOSED ROADWAY PAVEMENT PROPOSED LANDSCAPE (SEE SHEET L080) PROPOSED BITUMINOUS TRAIL PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED BITUMINOUS PAVEMENT PROPOSED MNDOT WET DITCH SEED (SEE SHEET L080) PROPOSED INLET OR CATCH BASIN D EVEV X X X X X XXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BUILDING 600 TWO STORY ±113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE: 948.5 BUILDING 601 TWO STORY ±113,588 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING C ±30,928 SF FFE: 947BUILDING 602 ONE STORY ±127,610 SF FFE: 947 SUBSTATION ±2.70 AC EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 BUILDING A ONE STORY 1,500 SF FFE: 945 (A M I N O R E X P A N D E R ) 150TH ST W / CSAH 42 (P L A N N E D M A J O R C O L L E C T O R ) 152ND ST W (PLANNED MINOR COLLECTOR) 155TH ST W PI L O T K N O B R D / C S A H 3 1 (LOCAL ROAD) EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N (PRINCIPAL ARTERIAL) LIFT STATION FIBER ROOM #4 FIBER ROOM #5 FIBER ROOM #3 FIBER ROOM #1 BUILDING A ONE STORY ±1,500 SF FFE: 945 FIBER ROOM #2 WATER METER BUILDING (L O C A L R O A D ) FULL ACCESS FULL ACCESS FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE 155TH ST EXTENSION BY OTHERS. PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 216.1' 303.6' 17 7 . 5 ' 217.5' 402.4' 289.0' 135.6' 230.6'124.8' 218.7' 206.6' 15 7 . 5 ' 20 9 ' 31 6 . 7 ' 32 4 . 7 ' 95 . 5 ' 411.3' 84.3' 40' BUILDING SETBACK EMERGENCY EGRESS ROUTE EXISTING TEMPORARY EASEMENT EXISTING TEMPORARY EASEMENT PROPOSED EASEMENT 16 7 . 5 ' 13 2 . 3 ' 60 . 0 ' 13 2 . 3 ' 16 7 . 5 ' 59 . 5 ' 36 . 0 ' 1292.5' 1292.5' 16 7 . 5 ' 715.5' 65 9 ' 167.5' 167.5' 65 9 ' 95.1' 29 . 5 ' 92 . 0 ' 36 . 0 ' 12 5 . 8 ' 40 . 0 ' 12 5 . 0 ' 167.5'20.0' 187.4' 10 5 . 8 ' 50' SETBACK FIRE PUMP BUILDING 15 6 . 0 ' 202.1' 30.0' 10 . 0 ' ABOVE GROUND SURGE TANKS 50' SETBACK 40' SETBACK 30' SETBACK 15' SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK 15' SETBACK 50' SETBACK SWa PRE-TREATMENT ±0.38 AC SWa ±7.70 AC SWb ±10.05 AC SWb PRE- TREATMENT ±0.75 AC 40' BUILDING SETBACK PID: 010350025010 PID: 010350075017 PID: 015589100040 PID: 014442001010 PID: 015589300010 PID: 015589301020 PID: 015589300020 WATER TREATMENT STORAGE AREA. DESIGNED BY OTHERS. ±2.0 AC 10 . 0 ' 6. 0 ' 30' SETBACK 15' SETBACK SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. Know what'sbelow. before you dig.Call R NORTH PR E P A R E D F O R OV E R A L L S I T E P L A N C030 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN PROJECT SUMMARY TOTAL PROPERTY AREA ±133.0 AC DISTURBED AREA ±133.4 AC EXISTING IMPERVIOUS AREA ±0.0 AC EXISTING PERVIOUS AREA ±133.0 AC PROPOSED IMPERVIOUS AREA ±56.8 AC PROPOSED PERVIOUS AREA ±76.2 AC NET INCREASE IN IMPERVIOUS AREA ±56.8 AC AREA OF WETLAND IMPACT ±0.0 AC SITE DATA EXISTING ZONING SAND AND GRAVEL (SG) PROPOSED ZONING MIXED USE BUSINESS CAMPUS (MUBC) PARKING SETBACKS SIDE/ REAR = 5 FT PUBLIC STREETS = 20 FT ABUTTING RESIDENTIAL LOT = 20 FT BUILDING SETBACKS PRINCIPAL/ MINOR ARTERIAL STREET = 50 FT COMMUNITY/ NEIGHBORHOOD COLLECTORS = 40 FT SIDE = 15 FT REAR = 15 FT ABUTTING RESIDENTIAL = 30 FT BUILDING DATA TOTAL BUILDING AREA ±19.7 AC PERCENT OF TOTAL PROPERTY AREA ±14.8 % GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES XXXX SITE PLAN LEGEND SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM OVERALL PARKING SUMMARY TOTAL PROPOSED PARKING 351 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 19 SPACES TOTAL PROPOSED PARKING (BLDG A)42 SPACES TOTAL PROPOSED PARKING (BLDG B)56 SPACES TOTAL PROPOSED PARKING (BLDG C)4 SPACES BITUMINOUS WALK (SEE SHEET C093) 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O NON-TRAFFICABLE GRAVEL EXISTING JOHNNY CAKE SUBSTATION EXISTING JOHNNY CAKE SUBSTATION (P L A N N E D M A J O R C O L L E C T O R ) FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 150TH ST W / CSAH 42 (PRINCIPAL ARTERIAL) 22 21 63 . 3 ' FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. PROPOSED PAD 50' BUILDING SETBACK 10 . 0 ' PRIVATE ACCESS ROAD 44 . 0 ' F- F 2 2 15' BUILDING SETBACK 40' BUILDING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK R46' 15' BUILDING SETBACK XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.1 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.4) MA T C H L I N E ( S E E S H E E T C0 3 0 . 2 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 601 TWO STORY ±113,588 SF FFE: 947 150TH ST W / CSAH 42 (PRINCIPAL ARTERIAL) 22 21 21 22 21 22 1 1 R50' R5' (TYP) 30' 30 ' 50' BUILDING SETBACK 20' (TYP.) 9' (T Y P . ) 17 8 ' 137.9' 34 . 3 ' 38.1'20'10' PROPOSED SUBSTATION #1 ±2.70 AC 263.9' 44 5 . 3 ' R50' 18 . 5 ' 10 8 . 6 ' 10 . 6 ' 10 . 0 ' 29 15' BUILDING SETBACK XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.2 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.5) MA T C H L I N E ( S E E S H E E T C0 3 0 . 3 ) MA T C H L I N E ( S E E S H E E T C0 3 0 . 1 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 600 TWO STORY ±113,654 SF FFE: 946 150TH ST W / CSAH 42 (PRINCIPAL ARTERIAL) 21 22 21 22 8 15 1 5 1 R50' R20' R50' R20' 40' 30 ' 30' 50' BUILDING SETBACK 50' BUILDING SETBACK (A M I N O R E X P A N D E R ) PI L O T K N O B R D / C S A H 3 1 20' (TYP.) 9' (T Y P . ) 131.8' 26 0 . 6 ' 10' x 10' FIBER ROOM #2 R50'R87' 34.4' 10' 99 7 4 R50' 8 142.1'10.0' 29 29 29 29 R5' (TYP) XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.3 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.6) MA T C H L I N E ( S E E S H E E T C0 3 0 . 2 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 (P L A N N E D M A J O R C O L L E C T O R ) FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 22 21 15 1 1 R50' 40' BUILDING SETBACK 40 ' R50' R50' 216.1' 218.7' 30' 11 6 . 1 ' 20 ' (T Y P . ) R5' (TYP.) 9' (TYP.) 30' FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 95.7'10'60'23' 10 ' 10' x 10' FIBER ROOM #3 R50' R20' 13 5 ' 29 29 XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.4 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.7) MA T C H L I N E ( S E E S H E E T C0 3 0 . 5 ) MATCH LINE (SEE SHEET C030.1) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING 601 TWO STORY ±113,233 SF FFE: 947 BUILDING C ±30,928 SF FFE = 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 32.5' RADIUS ABOVE GROUND WATER STORAGE TANK 8 15 1 1 1 R50' R50' 98' 30 ' 30 ' 30' 30' 40 ' R50'R50' R50' R50' R50' 12 5 . 8 ' 20 ' (T Y P . ) 9' (TYP.) 30' R20'R20'R25' R20'R20' R44' R26' 32.5' RADIUS ABOVE GROUND WATER STORAGE TANK 32.5' RADIUS ABOVE GROUND WATER STORAGE TANK 36' FIRE PUMP ROOM 24'44'30'12.5' RADIUS SURGE TANKS 12.5' RADIUS SURGE TANKS LIFT STATION 24 ' 24' GENERATOR 7 9 R50' R50' 8 29 29 29 29 29 WATER TREATMENT AND STORAGE AREA. DESIGN BY OTHERS. ±2.0 AC XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.5 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.8) MA T C H L I N E ( S E E S H E E T C0 3 0 . 6 ) MA T C H L I N E ( S E E S H E E T C0 3 0 . 4 ) MATCH LINE (SEE SHEET C030.2) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 600 TWO STORY 113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE= 948.5 21 22 21 22 7 5 5 5 9' TYP. 20 ' TY P . 8 7 8 5 8 1 1 1 1 1 R20' R50' R50' R50' R50'R50' R50' R50'R50'R50' R5' (TYP) R20' R350' R350' R25'R3' 55' 40' 30 ' 30' 1 1 30' BUILDING SETBACK 37' 24 ' 20 ' (T Y P . ) 24 ' 9' (TYP.) 24 . 1 ' 24 . 5 ' 24 ' 24 ' 40 ' (A M I N O R E X P A N D E R ) PI L O T K N O B R D / C S A H 3 1 131.8' 20' (TYP.) R5' R10' R5' 25' 84.2' 5' (TYP.) R50'R87' R50'R41' R10' R15' R15' R25' R25' R350'R350' 10' x 10' FIBER ROOM #1 40 ' 20 ' 5' 9' 5'5'5' 5' 20 ' 40 ' 99 R50' R10' R25' 2 2 1 1 29 2929 50' BUILDING SETBACK XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.6 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.9) MA T C H L I N E ( S E E S H E E T C0 3 0 . 5 ) MATCH LINE (SEE SHEET C030.3) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 FFE: 946 (P L A N N E D M A J O R C O L L E C T O R ) FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 21 22 22 21 1 1 R50' R50' R50' 40' BUILDING SETBACK 60 ' 30 ' 30' 30' 13 2 . 3 ' 13 2 . 3 ' 211.6' FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 10' x 10' FIBER ROOM #4 R5' (TYP) 36 . 0 ' 60.0'20.5' 23.3' 20 ' (T Y P . ) 9' (TYP.) 10 . 0 ' 37 ' 37 . 5 ' 60'10'83.4' R50' 10.0'91.7' 29 29 XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.7 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.10) MA T C H L I N E ( S E E S H E E T C0 3 0 . 8 ) MATCH LINE (SEE SHEET C030.4) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 FFE: 946 21 22 21 22 8 8 15 15 1 1 R50' R50' R50' R200' 60 ' 30 ' 30' 30' 13 2 . 3 ' 13 2 . 3 ' 10' x 10' FIBER ROOM #5 R30' 13 2 ' 10 5 ' R30' 14 14 10 5 ' R2'R5' R5'R2' 20.5'54.3' R5' (TYP) 36 . 0 ' 20 ' (T Y P . ) 9' (TYP.) 10 . 0 ' 33 ' 9 9 7 7 9 9 8 R50' 8 10.0' 29 29 29 XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.8 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.11) MA T C H L I N E ( S E E S H E E T C0 3 0 . 9 ) MA T C H L I N E ( S E E S H E E T C0 3 0 . 7 ) MATCH LINE (SEE SHEET C030.5) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O EVEVEVEV 152ND ST W (L O C A L R O A D ) (LOCAL ROAD) EN G L I S H A V E 21 22 5 5 5 5 25 9' TY P . 20' TYP. 8 7 7 24' 20' (TYP.)24' 1 1 R25' R15'R8' R5' R10' R5' (TYP.)R25' R25' R80' 8 R125' R165' R300' R200' 55' 25.8'26.2'26.2'25.7' 1 30' BUILDING SETBACK 26 24 4 4 6 6 POWER GENERATOR 24 ' 24' 40' 9' (T Y P . ) 161.7' 5' (TYP . ) BUILDING A ±1,500 SF FFE = 945 5'5' 99 9 10.0' 28 WATER METER BUILDING 2 R15' R15' 2 2 2 XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.9 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.12) MA T C H L I N E ( S E E S H E E T C0 3 0 . 8 ) MATCH LINE (SEE SHEET C030.6) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O SWa ±7.70 AC SWa PRETREATMENT ±0.38 AC (P L A N N E D M A J O R C O L L E C T O R ) FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 40' BUILDING SETBACK FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 50' RIGHT OF WAY AGREEMENT (PIPELINE) 37 ' 37 . 5 ' 10 ' 40' BUILDING SETBACK 10 . 0 ' 6. 0 ' XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.10 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.7) MA T C H L I N E ( S E E S H E E T C0 3 0 . 1 1 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O SWb ±10.05 AC SWa ±7.70 AC (PLANNED MINOR COLLECTOR) 155TH ST W 40' BUILDING SETBACK FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 9. 1 ' 30' PIPELINE EASEMENT 50' RIGHT OF WAY AGREEMENT (PIPELINE) 33 ' 6' 10.0' XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.11 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.8) MA T C H L I N E ( S E E S H E E T C0 3 0 . 1 2 ) MA T C H L I N E ( S E E S H E E T C0 3 0 . 1 0 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O SWb PRE- TREATMENT ±0.75 AC SWb ±10.05 AC (L O C A L R O A D ) EN G L I S H A V E (PLANNED MINOR COLLECTOR) 155TH ST W 5 1 R165' 40' BUILDING SETBACK 30' BUILDING SETBACK 40 ' 5' 14 . 7 ' 6' 30' PIPELINE EASEMENT 50' RIGHT OF WAY AGREEMENT (PIPELINE) 5' 5 XXXX SETBACK LINE PROPOSED PROPERTY LINE STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED SECURITY FENCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT TRAFFICABLE GRAVEL PROPOSED 6" CURB AND GUTTER (SEE SHEET C092) STANDARD DUTY ASPHALT PAVMENT HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT LANDSCAPING (SEE SHEET L080) CONCRETE SIDEWALK (SEE SHEET C093) PROPOSED BERM KEYNOTE LEGEND CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE CURB & GUTTER (B418) - SEE DETAIL 3 FT TRANSITION CURB CROSSWALK (SEE DETAILS) CONCRETE SIDEWALK, TYP. (SEE DETAILS) 4" THERMOPLASTIC YELLOW PAVEMENT STRIPING AREA STRIPED WITH 4" SINGLE WHITE SOLID LINE @45° 24" O.C. ACCESSIBLE PAVEMENT MARKINGS, TYP. (SEE DETAILS) ACCESSIBLE PARKING SIGN, TYP. (SEE DETAILS) ACCESSIBLE RAMP (SEE DETAILS) CONNECT TO EXISTING PAVEMENT, SIDEWALK, CURB, TYP. STOP BAR, TYP. (SEE DETAILS) 36"x36" STOP SIGN (SEE DETAILS) TRASH COMPACTOR AND ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) LOADING DOCK (SEE ARCHITECTURAL PLANS FOR DETAILS) NOT USED BOLLARD, TYP. (SEE DETAILS) SITE RETAINING WALL (SEE STRUCTURAL PLANS BY OTHERS FOR DETAILS) MECHANICAL EQUIPMENT SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 7 FT CHAIN LINK FENCE WITH 1 FT BARDED WIRE 8 FT ANTI-CLIMB FENCE 8 FT CRASH RATED FENCE INNER FENCE PERSONNEL GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) SLIDING GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) GUARD BOOTH (SEE ARCHITECTURAL PLANS FOR DETAILS) DROP-ARM GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) TURNSTILE AND EXODUS STYLE PEDESTRIAN GATE (SEE ARCHITECTURAL PLANS FOR DETAILS) NON-RESIDENTIAL DRIVEWAY - (SEE DETAILS) SCREEN WALL (SEE ARCHITECTURAL PLANS FOR DETAILS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. SUBSTATION YARD GRAVEL PAD. SUBSTATION DESIGN BITUMINOUS WALK (SEE SHEET C093) BY OTHERS. NON-TRAFFICABLE GRAVEL NORTHAREA KEY MAP C030.1 C030.3 C030.5 C030.6C030.4 C030.2 C030.8 C030.9C030.7 C030.10 C030.11 C030.12 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R SI T E P L A N E N L A R G E M E N T S C030.12 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C030.9) MA T C H L I N E ( S E E S H E E T C0 3 0 . 1 1 ) Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W TA P KJ O SUBSTATION ±2.70 AC EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 D D D D D D D D D D D D D D D DDD DD DD D D DDDDDDD D D D D D D DDDDDDDDDDD D D D D D D D D D D D DDDDDDD CO DD D D D D D D D D DDD D D D D DD D D D DD D D D D D D D 930 940 950 960 970 9 4 0 94 0 94 0 9 4 0 94 0 94 0 940 940 9 5 0 95 095 0 95 0 9 5 0 95 0 96 0 96 0 94094094094094 0 9 5 0 9 5 0 9 6 0 96 0 940 9 4 0 94 0 950 9 5 0 930 940 950 940 950 940 940 940 930 930 9 4 0 940 950 95 0 930 930 940 940 950 960 SWb PRE-TREATMENT POND ±0.75 AC TOP=935.75 BOT=927.00 NWL=931.00 SWa PRE-TREATMENT POND ±0.38 AC TOP=935.75 BOT=927.75 NWL=931.75 SWb POND ±10.05 AC TOP=935.75 BOT=925.75 NWL=931.50 SWa POND ±7.70 AC TOP=935.75 BOT=925.75 NWL=931.50FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 3: 1 4: 1 3: 1 16.34% 19.40% 13.20% 19.9 1 % 94 2 9 4 6 95 2 934 938 9 3 6 938 9 4 4 9 4 4 946 958 954 956 964 972 976 978 98 0 978978 978 97 297 4 952 952 9 4 8 956 95 6 94 8 93 6 942 9 4 4 9 4 6 95 2 9 3 8 9 4 4 94 6 94 2944 938 9 4 2 9 4 2 9 4 2 93 8 938 9 4 2 958 954 958 928 954 956 958 96 2 926 932 938 946 948 95 2 94 8 95 2 92 6 954 924 928 918 92 8 942 946 9 4 8 956 954 952 926 9 2 4 930932 9 4 4 9 4 6 95 6 94 4 94 6 94 8 94 4 94 6 93 2 932 938 94 2 94 4 948 94 4 93 4 93 6 946 93 6 93 4 93 6 9 3 8 940 9 5 0 960 962 150TH ST W / CSAH 42 PI L O T K N O B R D / C S A H 3 1 FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 155TH ST W WATER TREATMENT AND STORAGE AREA. DESIGN BY OTHERS ±2.0 AC BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING 603 ONE STORY ±219,075 SF FFE: 946 BUILDING 604 ONE STORY ±219,075 SF FFE: 945 BUILDING C ±12,000 SF FFE: 947 BUILDING 601 TWO STORY ±113,233 SF FFE: 947 BUILDING 600 TWO STORY ±113,233 SF FFE: 946 BUILDING B ±33,500 SF FFE: 948.5 WATER METER BUILDING BUILDING A ONE-STORY ±1,500 SF FFE: 945 4:1 930 940 926 928 932 934936938 942 944 950 960 970 980 980 948 952 954956958 962964966968 972 972972974 976 978 978 950 960 970 946 948 952 954 956 958 962 964 966 968 9 6 0 9 7 0 9 6 2 9 6 4 9 6 6 9 6 8 95 0 9 4 6 94 8 95 0 94 2 94 4 94 6 94 8 95 2 95 4 930 928 932 934 93 0 93 0 93 4 93 4 940 934 936 938 942 944 946 948 928 95 0 95 2 95 4 95 4 95 6 95 6 95 8 95 8 94 4 938 940 938 942 942 944 94 2 942 944 942 944 942 944 942 944 944944 944944 942 94 4 944 946 9 4 4 94 4 944 9 4 4 9 4 6 94 4 9 5 0 9 6 0 9 5 2 9 5 4 9 5 6 9 5 8 970 972 974 95 0 96 0 97 0 98 0 95 2 95 4 95 6 95 8 96 2 96 4 96 6 96 8 97 2 97 4 97 6 97 8 94 4 94 6 944 944 94 4 946 946 946 940 9 4 0 938 9 3 8 942 94 2 94 4 94 6 930 94 0 9 4 0 940 950 926928 93 2 9 3 2 932 93 4 9 3 4 934 93 6 9 3 6 936 93 8 9 3 8 938 94294494694 8 952 94 0 93 2 93 4 93 6 93 8 94 2 94 4 94 6 950 946 94 6 948 952 950 952 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH Know what'sbelow. before you dig.Call R PR E P A R E D F O R OV E R A L L G R A D I N G P L A N C040 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. EXISTING CONTOUR PROPOSED CONTOUR925 D LEGEND SETBACK LINE PROPOSED PROPERTY LINE PROPOSED PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED STORMWATER TREATMENT MAINTENANCE BENCH XXX PROPOSED SECURITY FENCE EXISTING OVERHEAD POWER LINE EXISTING PROPERTY LINE PROPOSED MECHANICAL EQUIPMENT PROPOSED SIDEWALK/LANDSCAPE AREA PROPOSED WATER TANK AREA PROPOSED SUBSTATION AREA PROPOSED EASEMENT PROPOSED LIMITS OF DISTURBANCE DELINEATED WETLAND BOUNDARY PROPOSED STORM SEWER 100.00 PROPOSED SPOT ELEVATION 0.0%PROPOSED DRAINAGE DIRECTION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (CURB INLET CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O EXISTING JOHNNY CAKE SUBSTATION EXISTING JOHNNY CAKE SUBSTATION FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 150TH ST W / CSAH 42 FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 1. 0 0 % 4: 1 1 0 . 0 2 % 3: 1 18 . 6 5 % CBMH 807 CBMH 808 CBMH 809 CBMH 806 CBMH 805 CBMH 812 CBMH 811 CB 810 9 7 5 9 8 0 9 7 6 9 7 7 9 7 8 9 7 9 9 8 0 98 0 97 7 9 7 8 97 8 9 7 9 979 9 7 9 97 9 9 8 1 981 969 960 965 970 975 980 980 961 962 963 964 966 967 968 969 971 972 973 974 976 976 976 977 978 978 979 979 981 981 975 980 972 973 974 976 977 978 979 968 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 NORTH 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 E N L A R G E M E N T S C040.1 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.4) MA T C H L I N E ( S E E S H E E T C0 4 0 . 2 ) 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN BUILDING 601 TWO STORY ±113,588 SF FFE: 947 D D D D 150TH ST W / CSAH 42 945.31 944.84 945.31 944.82 945.31 944.82 945.31 945.15 945.32 945.79 944.59 946.39 945.90 946.36 945.93 946.09 945.96 946.15 945.83 946.32 945.60 946.32 946.20 946.07 946.01 945.90 945.30 947.00 1. 0 0 % PROPOSED SUBSTATION (DESIGN BY OTHERS) 4:1 3: 1 944.85 945.00 946.02 945.88 945.71 945.83 945.74 945.89 945.79 944.22 944.21 944.21 944.26 944.48 945.31 943.46 943.98 945.87 946.32 CBMH 802CBMH 803CBMH 804 RD 456 RD 475 RD 469 RD 471 RD 473 STMH 472 STMH 474 STMH 476 STMH 470 RD 451 RD 454 WYE 455 WYE 452 WYE 458 RD 459 RD 457 CBMH 460 CBMH 453 CBMH 400 CBMH 414 CBMH 404 CBMH 402 CBMH 406 CBMH 416 CBMH 407 CBMH 405 CBMH 403 CBMH 401 CBMH 415 CBMH 417 947.00 947.00 947.00 947.00 947.00 947.00 947.00 947.00 4.57 % 1 9 . 1 5 % 1 2 . 9 8 % 24 . 9 6 % 2 . 2 5 % 2.8 6 % 2 . 2 2 % 3. 5 1 % 2.84 % 3.30% 2.65% 2.2 7 % 2.76% 2.34% 2.26% 2.1 9 % 2.18%960 958 959 961 95 0 95 5 96 0 96 5 97 0 94 6 94 7 94 8 94 9 95 1 95 2 95 3 95 4 95 6 95 7 95 8 95 9 96 1 96 2 96 3 96 4 96 6 96 7 96 8 96 9 97 1 97 2 97 3 97 4 950 955 946 947 948 949 951 952 953 954 956 957 970 975 968 969 971 972 973 974 97 5 97 2 97 3 97 4 97 6 97 7 97 8 97 5 97 6 97 7 9 7 5 974 976 9 7 5 976 965 963 964 966 967 968 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.2 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.5) MA T C H L I N E ( S E E S H E E T C0 4 0 . 3 ) MA T C H L I N E ( S E E S H E E T C0 4 0 . 1 ) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 600 TWO STORY ±113,654 SF FFE: 946 DD D D D 150TH ST W / CSAH 42 PI L O T K N O B R D / C S A H 3 1 PI L O T K N O B R D / C S A H 3 1 945.52 944.63 942.75 943.46 942.97 943.60 944.13 944.01 944.50 943.52 944.00 943.00 945.22 944.80 944.96 943.76 944.30 944.21 943.50 943.19 943.27 943.54 944.80 945.08 944.87 945.22 944.20 943.70 945.23 943.27 946.00 944.02 942.00 945.11 944.08 943.72 943.94 944.11 943.54 944.20 944.36 943.06 943.70 943.54 944.20 943.27 943.06 943.70 943.54 944.20 943.27 943.90 944.03 943.78 943.79 944.16 945.05 945.11 944.95 945.01 945.10 3: 1 16.08% 2. 7 4 % 3.3 0 % 2.83% 3.07% 3.93% 1.92% 2.05% 942.96 944.36 943.62 944.20 942.07942.59 942.77943.75 943.71 943.84 943.73 943.46 943.75 945.04 944.94 944.95 944.90 944.96 945.02 943.38 942.45 942.67 942.13 943.41 942.92 942.41 944.96 942.78 942.79 942.81 942.85 943.62 943.56 944.24 CBMH 801 CBMH 800 CBMH 428 CBMH 427 CBMH 416 CBMH 426 CBMH 429 CBMH 425 RD 508 RD 506 RD 510 RD 489 RD 491 RD 493 RD 504 RD 487 STMH 492 STMH 494 STMH 505 STMH 488 CBMH 509 STMH 490 WYE 511 WYE 507 CBMH 423 CBMH 421 CBMH 419 CBMH 433 CBMH 435 TD 486 CBMH 437 CBMH 418 CBMH 424 CBMH 422 CBMH 420 CBMH 439 CBMH 434 CBMH 436 CBMH 438 945.40 945.40 946.00 946.00 946.00 946.00 946.00 946.00 946.00946.00 4.54%1.82 % 4.54% 1. 7 4 % 4.54%1.82 % 1. 7 4 % 4.54% 1.82 % 4.54% 4.54% 2.53% 4.54% 2.2 4 % 2.8 1 % 2 . 2 5 % 1.62% 3.6 5 % 1. 7 2 % 942.23 960 965 970 956 957 958 959 961 962 963 964 966 967 968 969 9 5 0 9 5 5 96 0 9 6 5 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 95 6 95 7 95 8 95 9 9 6 1 9 6 2 9 6 3 9 6 4 9 6 6 9 6 7 9 6 8 9 6 9 9 4 5 94 5 9 4 5 94 3 94 4 94 4 94 4 94 6 94 6 945 943 944 94 5 9 5 0 9 5 5 9 6 0 9 6 5 94 4 94 4 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 9 5 6 9 5 7 9 5 8 9 5 9 9 6 1 9 6 2 9 6 3 9 6 4 9 6 6 967 9 4 5 9 5 0 9 5 5 9 6 0 9 6 5 97 0 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 9 5 6 9 5 7 9 5 8 9 5 9 9 6 1 9 6 2 9 6 3 9 6 4 9 6 6 96 7 96 8 96 9 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.3 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.6) MA T C H L I N E ( S E E S H E E T C0 4 0 . 2 ) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 D DDD DD DD D D DDD DDDD D D FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 944.54 944.04 944.54944.31 944.07944.54 944.04 944.54 944.01 945.50 946.14 945.64 946.40 945.87 945.55 946.06 945.84 946.02 945.79 946.05 945.55 946.32 946.24 945.05 944.55945.05 944.55 945.12 945.20 945.35 944.96 945.46 944.55 945.32 944.82 945.16 944.94 945.05 944.87 945.26 944.87 945.41 944.21 943.26 945.14 944.49 944.86 943.74 943.24 943.74 943.24 943.74 943.25 943.74 943.24 943.74 943.24 943.74 943.80 944.30 943.82 944.30 943.80 944.30 943.80 944.30 943.80 944.30 946.14 945.12 945.09 946.03 946.00 945.26 944.96 944.80 945.08 944.88 944.76 945.02 946.05946.05 945.13 944.64 FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 4: 1 3: 1 4: 1 1. 8 0 % 2 . 6 4 % 2 . 9 8 % 4:1 3:1 942.78 942.64 942.64 942.65 942.64 942.64 944.21 943.00 945.56 945.61 945.78 945.81 945.53 945.45 946.13 946.26 945.88 946.14 946.00 944.32 943.00 945.82 943.19 CBMH 813 CBMH 814 CBMH 815 CBMH 816 RD 140 RD 138 RD 317 RD 142 RD 152 RD 340 RD 314RD 133 RD 144RD 154 RD 146RD 148 RD 342 RD 150 RD 312RD 131 STMH 318 STMH 139 STMH 141 STMH 143 WYE 345 WYE 153STMH 149 WYE 155 STMH 341 WYE 343 STMH 145 RD 344 RD 136 WYE 151 STMH 147 STMH 132STMH 135 STMH 316STMH 137 CBMH 106 CBMH 104 STMH 313 CBMH 100 CBMH 302CBMH 300CBMH 102 CBMH 120 CBMH 332CBMH 119 CBMH 331CBMH 330 RD 166 RD 164 RD 162 RD 160 RD 158 RD 156 RD 170 RD 172 RD 168 WYE 173 WYE 171 WYE 165 WYE 159WYE 163 STMH 157 STMH 169 STMH 161STMH 167 CBMH 108 CB 107 CBMH 105 CBMH 103 CBMH 101 CBMH 301 CBMH 303 CBMH 305 CBMH 110 CBMH 111 943.32 947.00 944.65 946.35 944.31 943.99 STMH 120A 946.25 947.00 947.00 947.00 947.00 947.00 947.00 947.00 947.00 2.2 5 % 2 . 2 4 % 2 . 2 5 % 2.2 5 % 2 . 2 5 % 2.2 4 % 2 . 2 5 % 2.2 4 % 2 . 2 5 % 1.8 2 % 2 . 5 5 % 3. 1 7 % 1.86% 2.97 % 3.49% 3.49 % 4.64 % 3 . 1 0 % 3. 0 2 % 3 . 0 1 % 3.0 4 % 2. 9 3 % 3 . 0 0 % 2. 9 6 % 2 . 8 9 % 2.6 1 % 2.2 5 % 2 . 2 1 % 2.4 6 % 2.2 1 % 2 . 5 1 % 2.4 6 % 2 . 9 5 % 2.6 2 % 2 . 6 3 % 2.6 3 % 2 . 6 3 % 2.6 4 % 3:1 3:1 3:1 944.27 CBMH 109 TD 1002 9 7 5 9 7 6 945 95 0 955 960 96 5 94 6 94 7 94 8 94 9 95 1 95 2 953 954 956 957 95 8 959 961 962 96 3 96 4 96 6 96 7 968 969 945 945 945 943 943 944 944 946 946 946 947 947 945 950 955 960 965 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 95 0 95 5 96 0 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.4 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.7) MA T C H L I N E ( S E E S H E E T C0 4 0 . 5 ) MATCH LINE (SEE SHEET C040.1) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 602 ONE STORY ±127,610 SF FFE: 947 BUILDING 601 TWO STORY ±113,233 SF FFE: 947 BUILDING C ±30,928 SF FFE = 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 D D D D D D D D D D DDD D D WATER TREATMENT AND STORAGE AREA. DESIGN BY OTHERS ±2.0 AC 943.00 943.00 944.93 943.82 944.54944.04 946.24 945.62 945.88 946.32 945.55 945.50 945.30 946.27 945.40 944.90 945.40 944.87 945.32 944.85 945.24 944.55 945.84 945.41 945.70 944.94945.05 944.55 945.05944.55945.05944.55945.05944.55 944.71 944.63 943.70 943.96 944.24 944.54 943.24 943.74 943.02 944.23 945.12 945.48 945.04 945.32 945.82 945.32 945.70 945.31 946.12 945.50 945.91 945.35 945.76 944.47 945.30 944.83 943.80 944.30 943.80 944.30 943.83 944.30 943.83 944.30 943.83 944.30 943.83 944.30 947.00 944.76 944.22 946.20 945.40 946.32 945.82 946.31 945.39 945.17 944.79 944.98 945.29 944.65 944.97 944.76 945.30 944.89 945.30 944.89 945.46 944.57 945.29 944.84 945.29 944.18 947.00 944.38 943.93 944.85 945.80 945.85 945.63 944.72 944.85 944.90 945.01 945.03 945.13 944.63 945.80 945.86 945.82 945.10 944.95 944.12 944.11 944.51 945.04 4: 1 1. 7 3 % 2 . 1 9 % 942.64 942.14 942.72 945.76 945.64 945.99 945.91 943.66 944.68 946.00 945.71 945.69 945.64 945.88 945.93 946.10 946.07 945.90 945.85 946.08 946.13 946.30 945.94 945.69 945.61 943.03 943.19 943.24 944.37 944.72 944.79 944.94945.30 945.22 945.18 945.64 946.05 946.28 946.40 945.45 945.53 945.68 945.55 945.56 945.88 945.71 945.02 945.04 944.94 943.83 945.18 945.26 945.12 943.63 944.10 945.25 RD 484 RD 482 RD 319 RD 321 RD 323 RD 478 RD 480 RD 461 RD 348 STMH 320 STMH 322 STMH 324 STMH 483 STMH 485 WYE 468 STMH 479 WYE 462 RD 350RD 346 RD 463 RD 467 RD 465 STMH 466 WYE 351STMH 347 STMH 349 CBMH 464 STMH 481 CBMH 308 CBMH 304 CBMH 306 CBMH 334 CBMH 333 CB 325 CBMH 326 CBMH 327 RD 352 RD 364RD 362RD 360RD 358 RD 356 RD 354 RD 368RD 366 CBMH 367WYE 361 WYE 363 STMH 369 WYE 355STMH 353 STMH 359 WYE 365 WYE 357 CBMH 335 CBMH 338CBMH 337 CBMH 336 STMH 311 CBMH 307 CBMH 305 CBMH 410 CBMH 411 CBMH 408 CBMH 409 CBMH 310 CBMH 309 CBMH 412 CBMH 413 STMH 600 CBMH 339 CBMH 370 CBMH 601 TD 477 945.77 945.41 944.98 945.31 CBMH 410A 947.00 947.00 947.00 947.00 947.00 947.00 947.00 947.00 946.00 946.00 946.00946.00 946.00 24 . 9 6 % 2 . 9 4 % 2. 5 5 % 2 . 6 8 % 2. 7 7 % 2 . 3 2 % 3. 0 1 % 1.84% 1. 8 7 % 1 . 5 2 % 2.6 4 % 2 . 6 3 % 2. 5 8 % 2 . 2 0 % 1. 3 4 % 2.05%1.56% 1. 9 5 % 1.73% 2.5 8 % 2.45% 2.2 5 % 2.2 0 % 2 . 2 5 % 2.2 5 % 2.6 4 % 2 . 6 4 % 2.6 4 % 2 . 6 4 % 2.6 5 % 2 . 6 5 % 2.6 6 % 2 . 6 5 % 2.7 4 % 2 . 3 3 % 2.3 3 % 2 . 6 7 % 2.2 9 % 2 . 7 2 % 3 . 4 9 % 2.73% 1.56 % 2.5 6 % 2.18% 2.14 % 2.66 % 2.7 8 % 2.82% 1.23 % 2. 0 8 % 2.45% 2.74 % 2.74% 3.39 % 945.92 3.00% 1.3 9 % 1 . 6 7 % 947.00 945 950 955 960 944 946 947 948 949 951 952 953 954 956 957 958 959 961 94 6 945 945 946 946 945 946 947 944 9 4 6 945 94 5 94 2 943 94 4 945 94 5 946 94 5 94 6 945 944 945 965 963 964 966 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.5 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.8) MA T C H L I N E ( S E E S H E E T C0 4 0 . 6 ) MA T C H L I N E ( S E E S H E E T C0 4 0 . 4 ) MATCH LINE (SEE SHEET C040.2) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 600 TWO STORY 113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE= 948.5 CO D D D D D DD PI L O T K N O B R D / C S A H 3 1 943.00 944.01 944.41 942.60944.50 944.61 943.50 944.00 943.51 944.00 943.52 943.54 943.05 944.23 943.59 945.40 944.90 945.40 944.71 945.10 944.93 945.40 944.83 944.88 945.40 945.10 943.50 944.22 942.82 943.27 944.19 944.67 945.11 943.79 943.54943.27 943.06 943.70 943.54 944.20 943.27 943.06 943.70 943.54 944.20 943.27 943.06 943.70 944.19 943.45 943.82 944.51 944.13 1.66% 2.15% 4: 1 4.41% 944.20 945.41 945.65 947.00 947.20 947.39 947.73 945.52 947.76 947.69 947.89 947.89 948.00 947.48 948.12 942.20 941.73 941.59 941.94 942.15 942.76 945.04 948.99 948.70 947.59 944.23 947.03 947.42 947.76 947.96 947.67 947.69 947.92947.92 947.69 947.67 947.59 947.42 947.57 947.73 943.03 943.36 943.31 943.44 943.18 943.05 943.81 944.69 944.96 945.02 945.25 945.16 945.10 944.89 944.98 944.84 945.00 946.45 946.52 947.09 947.16 947.10 947.13 947.41 947.42 946.82 947.11 947.15 947.09 946.38 946.28 946.34 946.47 947.15 947.32 947.54 947.57947.44 947.37 947.01 947.00 948.50 947.53 946.78 944.61944.30 946.20 945.29 944.74 944.30 944.14 944.33 944.34 945.36 945.54 946.22 946.60 947.10 947.46 947.21 947.32 948.50 939.50 943.95 944.75 945.75 944.03942.74 943.92 947.63 944.70 945.91 947.01 945.66 947.07 945.93 945.73 942.81 942.82 942.80 CBMH 565 CB 554 CBMH 559 CBMH 552 CBMH 560 CBMH 563 CB 550 CB 561 CBMH 432 CBMH 429 CBMH 431 CBMH 430 CBMH 555 RD 512 RD 514 RD 516 RD 495 RD 497 RD 499 RD 501 RD 517 STMH 500 STMH 496 STMH 498 STMH 503 RD 520 CO 513 CBMH 519 CBMH 515 WYE 502 WYE 518 WYE 521 CBMH 551 CBMH 562 CBMH 556 STMH 447 STMH 566 CBMH 448 CBMH 564 STMH 450 CBMH 446 CBMH 441 CBMH 445 CBMH 440 CBMH 442 CBMH 443 CBMH 449 RD 444 TD 557 CBMH 565A TD 558 CBMH 565B CBMH 567 CBMH 568 CB 700 946.00 946.00 946.00 946.00 946.00 946.00 946.00 946.00 946.00 947.30 946.35 946.68 2.5 1 % 1 . 1 4 % 1 . 5 9 % 2. 9 7 % 1.80 % 1. 7 4 % 3.30% 1.82 % 4.54% 4.54%1. 7 4 % 4.54% 1. 7 4 % 4.54%1.82 % 2. 2 6 % 3 . 1 7 % 3.8 5 % 3 . 2 4 % 3.48% 2.93 % 3.24% 2.98% 2. 8 2 % 1.62% 1 . 1 0 % 2 . 1 0 % 1 . 5 4 % 1.4 4 % 1.5 5 % 1. 3 3 % 2.2 9 % 3.02% 6:1 4:1 4: 1 4 : 1 947.98 9 4 7 9 4 8 9 4 9 94 2 9 4 5 94 6 94 7 9 4 5 9 4 6 9 4 7 94 8 945 945 9 4 4 9 4 5 94 6 94 7 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.6 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.9) MA T C H L I N E ( S E E S H E E T C0 4 0 . 5 ) MATCH LINE (SEE SHEET C040.3) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 FFE: 946 DDDDDDDDD D DD DDDDDDDDDD FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N 945.00 945.41 943.72 944.07 943.29 943.47 942.97 943.47 942.97 943.47 942.97 943.47 942.97 943.47 942.97 943.47 942.72942.22942.72942.22942.72942.22942.72942.22942.72942.22942.72942.54 943.32 942.67 944.14 943.64 944.40 943.87 944.30 943.80 944.22 943.55 944.34 943.93 944.16 943.94 944.05 943.55 944.05 943.55 944.05 943.46943.02943.46943.03943.46 943.02 943.46 943.02943.46942.96 943.46943.28 942.68 943.17 941.71 942.36 941.72 943.36 943.50 942.24 941.76 941.92 941.42 941.92 941.42 941.92 941.44 941.92 941.43 941.92 941.43 941.92 942.93 944.14 944.05 943.17 944.14 944.02 943.90 943.76 943.86 944.07 944.02 943.68 944.03 FFE = 946.0 945.00 945.00 944.87 FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 1. 6 6 % 3 . 8 6 % 3.11 % 2.42% 1. 4 8 % 1.7 8 % 3:1 943.45 943.00 943.20 942.84 CBMH 819 CBMH 818 CBMH 817 RD 194 RD 190 RD 188 RD 186 STMH 183STMH 189STMH 195 RD 180 RD 178 RD 184 RD 182RD 192 STMH 179STMH 181STMH 185STMH 193 STMH 187STMH 191 CBMH 123 CBMH 122CBMH 125CBMH 126 CBMH 124CBMH 127 RD 221RD 233 RD 231RD 235 RD 223STUB 229 STMH 218 STMH 214STMH 216 STMH 222WYE 228WYE 234 WYE 226WYE 230STMH 232WYE 236 STMH 204 STMH 206STMH 210 STMH 220 STMH 212 STMH 208 RD 205RD 215 RD 211 RD 203 RD 219 RD 207RD 213 RD 209RD 217 RD 237 RD 227 RD 225 WYE 224STMH 238 CBMH 117 CBMH 116 CBMH 112 CBMH 113 CBMH 114 CBMH 115 CBMH 242 CBMH 128 CBMH 241CBMH 240CBMH 130 CBMH 129 944.41 943.62 946.00 946.00 946.00 945.00 2.2 2 % 2 . 2 2 % 2.2 2 % 2 . 2 2 % 2.2 6 % 2 . 0 1 % 2 . 2 1 % 2 . 0 8 % 2.3 5 % 2.4 8 % 3.38 % 3.38% 3. 9 4 % 3.38% 3.0 0 % 3. 0 1 % 3 . 5 2 % 4. 2 2 % 4 . 2 2 % 4. 2 2 % 4 . 2 2 % 4. 2 2 % 4 . 2 2 % 4. 2 2 % 4 . 2 2 % 4. 2 2 % 4. 0 6 % 943.28 3. 8 8 % 4 . 2 3 % 3:1 3:1 3:1 944.16 95 0 95 5 95 5 94 9 95 1 95 2 95 3 95 4 95 4 95 6 95 6 95 7 95 7 95 8 95 8 940 945 945 945 939 941 942 942 942 943 943 943 944 944 944 946 94 5 944 94 6 94 7 94 5 94 4 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.7 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.10) MA T C H L I N E ( S E E S H E E T C0 4 0 . 8 ) MATCH LINE (SEE SHEET C040.4) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 FFE: 946 DD D D D DDD DD D D DDD DD D D D D D DDDDD D 946.00 941.00 944.65 943.28 943.47 942.97 943.47 942.97 943.47 942.97 943.47 942.97 943.47 942.97 943.47 943.29 944.07 943.48 945.40 943.04 943.78 943.47 944.65 943.65 942.53 943.55 944.05 943.55 944.05 943.55 944.05 943.55 944.20 943.82 944.38 944.12 943.91 943.55 944.34 943.82 944.16 943.94 944.05 943.87 944.26 943.87 944.37 942.68 943.32 942.54942.72942.22942.72942.22942.72942.22942.72942.22942.72942.22942.72942.29 943.05 942.78 943.65 944.54 942.82 943.47 942.73 942.08 943.78 943.28 943.31 943.46943.46943.46943.46943.46943.03943.46943.46943.03 941.42 941.92 941.42 941.92 941.42 941.92 941.42 941.92 941.42 941.92 941.42 941.92 941.42 941.92 941.74 942.24 942.00 945.00 941.00 944.06 943.98 943.80 944.08 943.88 943.76 944.02 942.93 943.68 944.23 943.76 943.24 942.88 942.83 943.24 942.51 942.37 943.25 943.11 943.81943.52 944.04 943.31 944.94 942.79 945.00 945.00 943.28 945.00 944.18 944.06 942.94 945.00 943.52 943.32 945.00 945.00 945.04 944.90 943.87 943.28 1. 7 6 % 3. 8 7 % 3. 8 8 % 1. 6 6 % 943.00 942.98 943.76 942.25 942.72 942.82 944.77 942.96942.96942.98 943.02943.03 941.94 RD 174RD 176 TD 614 RD 627 RD 629RD 617 RD 619 RD 621 STMH 626STMH 622 STMH 632STMH 628 STMH 634 STMH 616 RD 623 RD 625 RD 633RD 631 RD 615 STMH 175WYE 177 STMH 618STMH 179 STMH 620 STMH 624 STMH 630 CBMH 121 CBMH 608 CBMH 611CBMH 610CBMH 607 CBMH 609 CBMH 612 CBMH 606 RD 638 TD 198 STMH 649 STMH 653 STMH 645 STMH 651 STMH 657 WYE 665 STMH 675STMH 663 STMH 669 WYE 671 WYE 673 STMH 200 WYE 667 STMH 202 STMH 636 STMH 639 STMH 641 STMH 643 STMH 647 STMH 655 RD 650 RD 201 RD 199 RD 635 RD 640 RD 648 RD 656RD 652 RD 654RD 644RD 642 RD 646 RD 658 RD 672RD 660 RD 664 RD 674RD 662 RD 668 RD 670RD 666 WYE 661STMH 659 CBMH 602 CBMH 603 CBMH 604 CBMH 605 CBMH 688 CBMH 686 CBMH 687CBMH 685CB 243 CBMH 684CBMH 683CB 682 CB 689 945.00 943.36 946.00 946.00 942.00 946.00 946.00 946.00 946.00 945.00 945.00 945.00 945.00 945.00 1.56 % 1. 5 6 % 2.25% 2. 7 2 % 3. 6 7 % 2.02 % 2 . 8 2 % 3. 9 6 % 3 . 9 3 % 3 . 9 5 % 3. 9 6 % 3 . 9 6 % 3. 9 3 % 3 . 9 6 % 3. 9 6 % 3 . 9 5 % 4. 3 3 % 4 . 6 3 % 4 . 2 2 % 4. 2 2 % 4 . 2 2 % 4 . 2 2 % 4. 2 2 % 4. 2 2 % 4 . 2 2 % 4 . 2 2 % 2.2 2 % 2.7 1 % 2.21% 2.2 1 % 2.80% 3. 1 1 % 2 . 1 9 % 2.2 4 % 2 . 0 0 % 2.2 1 % 2 . 2 0 % 1.9 9 % 2 . 2 0 % 2.2 2 % 2 . 2 2 % 2.2 1 % 2 . 2 2 % 2.2 2 % 2 . 2 2 % 2.2 1 % 2 . 2 2 % 4. 0 6 % 3 . 9 6 % 3 . 5 2 % 3. 5 3 % 940 945 945 945 937 938 939 941 942 942 942 943 943 943 944 944 944 946 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.8 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.11) MA T C H L I N E ( S E E S H E E T C0 4 0 . 9 ) MA T C H L I N E ( S E E S H E E T C0 4 0 . 7 ) MATCH LINE (SEE SHEET C040.5) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. EVEV BUILDING A ±1,500 SF FFE = 945 152ND ST W EN G L I S H A V E 17.46%3:1 1.97 % 8.08 % 938.74 937.17 937.48 941.95 938.09 938.24 939.50 939.87 940.47 943.62 944.10 944.14 944.35944.35 944.16 943.92943.66 943.43 940.68 940.56 940.96 941.44 942.17 942.97 943.01 943.14 944.40 944.27 944.23 944.35 944.35 942.28 941.60941.13 940.85 948.99 948.70 937.19 942.15 936.85 939.78 939.71 941.99 940.62 941.22 941.97 942.55 939.58 941.44 940.94 938.92 938.49 CB 714 CB 708 CBMH 703 CBMH 709 CBMH 715 CBMH 706 CBMH 710 CBMH 707 CBMH 716 CBMH 711 CBMH 712 CBMH 705 CBMH 717 CBMH 704 CBMH 713 CBMH 701 CBMH 720 CBMH 719 CBMH 718 CB 702 CBMH 716A 937.70 948.97 948.97949.30 948.82 948.76 948.96 948.59 1. 8 2 % 2. 1 7 % 2.51% 1.9 6 % 1.61 % 3 . 8 2 % 1.8 4 % 1. 4 9 % 1. 9 2 % 2.11 % 3:1 3.3 0 % 5:1 3:1 9 4 5 95 0 94 3 94 3 9 4 4 9 4 6 94 7 94 8 94 9 94 0 94 5 95 0 93 9 94 1 94 2 94 3 94 4 94 6 94 7 94 8 94 9 95 1 95 2 95 3 95 4 941 951 9 4 0 9 3 8 9 3 9 9 4 1 9 4 2 94 3 944 940 93 9 941 942 943 950 949 951 95 2 9 5 3 954 9 4 2 9 4 3 9 4 4 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.9 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.12) MA T C H L I N E ( S E E S H E E T C0 4 0 . 8 ) MATCH LINE (SEE SHEET C040.6) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 21.69% 4:1 10.00% 10.00% 4:1 4:1 9.9 2 % 3:1 4: 1 10 : 1 10 : 1 4: 1 4: 1 CBMH 820 FES 821 FES 900 FES 118 FES 902 4: 1 8 . 2 5 % 4. 8 8 % 3.06% 1 4 . 6 4 % 2 8 . 7 9 % 21.06% SWa POND ±7.70 TOP=935.75 BOT=925.75 NWL=931.50 HWL=933.95 SWa PRETREATMENT POND ±0.38 AC TOP=935.75 BOT=927.75 NWL=931.75 HWL=935.17 NWL=931.50 HWL=933.95 935 940 945 933 934 936 937 938 939 941 942 943 944 946 947 948 949 927 928 929 940 937 938 939 930 930 935 935 9 4 0 94 5 95 0 9 3 7 9 3 8 9 3 9 94 1 94 2 94 3 94 4 94 6 94 7 94 8 94 9 928 930 932 933 935 932 933 931 932 933 930 931 932 926 927 928 929 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.10 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.7) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O MA T C H L I N E ( S E E S H E E T C0 4 0 . 1 1 ) GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. 155TH ST W FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 4: 1 4: 1 10 . 0 0 % 10 . 0 0 % 5 : 1 4: 1 10 . 0 5 % EX 920 OCS 918 FES 904 FES 906 FES 908 FES 910 FES 916 4:1 SWb POND ±10.05 TOP=935.75 BOT=925.75 NWL=931.50 HWL=934.88 SWa POND ±7.70 TOP=935.75 BOT=925.75 NWL=931.50 HWL=933.95 930 935 927 928 929 931 932 933 934 940 937 938 939 941 935 940 945 950 933 934 936 937 938 939 941 942 943 944 946 94 6 946 94 7 9 4 7 947 948 949 951 952 935 940 945 936 937 938 939 941 942 943 944 930 935 940 926 927 928 929 931 932 933 934 936 937 938 939 941 942 943 944 9 3 0 9 3 0 9 3 5 9 3 5 9 2 6 9 2 6 9 2 7 9 2 7 9 2 8 9 2 8 9 2 9 9 2 9 9 3 1 9 3 1 9 3 2 9 3 2 9 3 3 9 3 3 9 3 4 9 3 4 9 3 6 9 3 6 XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.11 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.8) MA T C H L I N E ( S E E S H E E T C0 4 0 . 1 2 ) MA T C H L I N E ( S E E S H E E T C0 4 0 . 1 0 ) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O GENERAL PLAN NOTES 1.REFER TO GENERAL NOTES SHEET(C001) FOR SPECIFIC GENERAL PLAN NOTES. XXX PROPOSED PROPERTY LINE PROPOSED SECURITY FENCE PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE LEGEND PROPOSED EASEMENT 925 100.00 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED SPOT ELEVATION AT FLOW LINE 0.0% PROPOSED STORMWATER MANAGEMENT AREA PROPOSED BUILDING PROPOSED MECHANICAL EQUIPMENT PROPOSED SUBSTATION AREA NOTES PROPOSED CONCRETE SIDEWALK PROPOSED RIDGELINE PROPOSED STORM PIPE PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN EN G L I S H A V E 155TH ST W 4:1 3:1 10:1 3.7 0 % 4:110:1 10:14:1 4:1 942.28 941.95 938.00 942.15 942.47 CBMH 721 CBMH 722 CBMH 720 FES 723 FES 912 FES 914 947.95 947.99 14.92 % SWb PRE- TREATMENT POND ±0.75 TOP=935.75 BOT=927.00 NWE=931.00 HWE=934.52 SWb POND ±10.05 TOP=935.75 BOT=925.75 NWL=931.50 HWL=934.88 94 5 941 94 2 94 3 94 4 94 6 94 7 950 948 949 951 935 933 934 93 0 93 5 9 4 0 9 4 5 93 0 93 5 9 4 0 92 7 92 8 92 9 93 1 93 2 93 3 93 4 93 6 93 7 93 8 93 9 9 4 1 94 2 93 0 93 0 93 5 93 5 92 6 92 7 92 7 92 8 92 8 92 9 92 9 93 1 93 1 93 2 93 2 93 3 93 3 93 4 93 4 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH 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 E N L A R G E M E N T S C040.12 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN MATCH LINE (SEE SHEET C040.9) MA T C H L I N E ( S E E S H E E T C0 4 0 . 1 1 ) NORTHAREA KEY MAP C040.1 C040.3 C040.5 C040.6C040.4 C040.2 C040.8 C040.9C040.7 C040.10 C040.11 C040.12 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O DDDDDDD SWb PRE-TREATMENT POND ±0.75 AC TOP=935.75 BOT=927.00 NWL=931.00 SWa PRE-TREATMENT POND ±0.38 AC TOP=935.75 BOT=927.75 NWL=931.75 SWb POND ±10.05 AC TOP=935.75 BOT=925.75 NWL=931.50 SWa POND ±7.70 AC TOP=935.75 BOT=925.75 NWL=931.50 FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. 155TH ST W BUILDING 604 ONE STORY ±219,075 SF FFE: 945 CBMH 721 CBMH 688 CBMH 129 CBMH 684CBMH 683CBMH 130 CBMH 722 CBMH 717 CBMH 719 CBMH 115 CB 682CBMH 240 CB 243 CBMH 685CBMH 241 CBMH 687CBMH 242 CBMH 686 CBMH 718 CBMH 720 CBMH 716 CB 689 FES 723 STMH 675 WYE 667STMH 659 STMH 222 WYE 230STMH 238 CBMH 128 FES 912 FES 914 FES 916 OCS 918 RE:932.43 EX 920 FES 910 FES 906 FES 904 FES 908 FES 902 FES 900 FES 821 20 . 5 0 % 17 . 4 4 % 21.35% 21.34% 1 0 . 2 7 % 4 . 4 1 % 19 . 7 4 % 3.9 5 % 11.0 3 % 26.70% 1 4 . 8 9 % 10 . 5 1 % 17 . 4 6 % 2 0 . 2 6 % 26 . 7 4 % 22.4 1 % 2 0 . 6 4 % 10 . 0 4 % 10.30% 9 4 0 940 940 940 930 940 950 940 950 93 0 9 3 0 9 2 6 92 8 9 2 8 9 3 2 9 3 2 9 3 4 9 3 4 9 4 6 9 4 2 9 4 2 93 8 938 95 0 94 2 94 4 94 6 94 8 930 926 928 932 934 936 93 0 93 0 92 6 92 8 92 8 93 2 93 2 93 4 93 4 940 934 936 938 942 944 946 948 95 4 95 6 94 4 938 940 938 942 942 944 94 2 940 938 9 3 8 942 94 4 94 6 930 9 3 0 94 0 9 4 0 926 9 2 6 928 9 2 8 932 9 3 2 934 9 3 4 936 9 3 6 938 9 3 8 94 2 9 4 2 94 4 9 4 4 94 0 93 2 93 4 93 6 93 8 94 2 94 4 94 6 FES 118 59 LF - 24" RCP @ 0.42% OCS 919 RE:934.88 84 LF - 1 8 " R C P @ 0.0 0 % 84 LF - 1 8 " R C P @ 0.0 0 % 5 3 L F - 1 8 " R C P @ 1 . 9 0 % 30 LF - 24" RCP @ 1.87% CBMH 716A 1 2 6 L F - 4 8 " R C P @ 0 . 3 0 % 13 4 L F - 3 6 " P V C @ 0 . 8 1 % CBMH 117 STMH 669 WYE 673WYE 671WYE 665 STMH 663 WYE 661WYE 224WYE 226 WYE 228 STMH 232 WYE 234WYE 236 CBMH 116 116 LF - 30" RCP @ 2.13% 22 LF - 24" RCP @ 0.18% SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH Know what'sbelow. before you dig.Call R PR E P A R E D F O R PO N D G R A D I N G P L A N C041 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 LEGEND 0.0%PROPOSED DRAINAGE DIRECTION PROPOSED STORM PROPOSED FLARED END SECTION PROPOSED STORM MANHOLE PROPOSED RIP RAP 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. STORMWATER MANAGEMENT NOTES 1.TOTAL PRETREATMENT REQUIRED PERMANENT POOL VOLUME: 34,590 CF. PROVIDED PRETREATMENT PERMANENT POOL VOLUME: 66,200 CF. 2.TOTAL WET POND REQUIRED PERMANENT POOL VOLUME: 615,400 CF. TOTAL WET POND PROVIDED PERMANENT POOL VOLUME: 2,555,000 CF. 3.BASIN EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED. 4.DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 5.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 6.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 7.DO NOT LEAVE INFILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. 8.IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE INFILTRATION BASIN CONSTRUCTION PROCESS. 9.EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. 10.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BASIN. 11.ALL BASINS CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. 12.ALL WET PONDS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. INFILTRATION BENCH (VEGETATED BUFFER) NOTES 1.GRADING OF THE INFILTRATION BENCHES SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF INFILTRATION BENCHES TO PREVENT COMPACTION OR SMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY THE UNDERLYING SOILS TO A MINIMUM 18" DEPTH TO REMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH THE UNDERLYING SOILS. 2.INFILTRATION BENCH EXCAVATION SHALL BE HELD 1' ABOVE THE FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED. 3.DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 4.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 5.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 6.DO NOT LEAVE INFILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. 7.IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE FILTRATION BASIN CONSTRUCTION PROCESS. 8.EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. 9.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED INFILTRATION BASINS. 10.NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE INFILTRATION AREA BEFORE OR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED FOR THE SOLE PURPOSE OF CONSTRUCTION THE INFILTRATION BENCHES. 11.ALL INFILTRATION BENCH CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. 12.ALL INFILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. PR E P A R E D F O R PO N D G R A D I N G D E T A I L S C042 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O 12'VARIES 12' NWL: 931.75 100 YR HWL: 935.17 3:1 M A X 10:1 NATIVE SAND SOILS PRETREATMENT SWa BOTTOM: 927.75 4: 1 M A X VARIES 3:1 MA X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE EXISTING SOILS (TYP.) EXISTING SOILS (TYP.) 10' SAFETY BENCH 10' SAFETY BENCH VARIES NWL: 931.50 100 YR HWL: 933.95 BOTTOM: 925.75 4:1 M A X 20' VEGETATED BUFFER 10:1 10:1 4: 1 M A X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H 10' SAFETY BENCH WET POND SWa INLET PIPE PER PLAN IE = 931.75 BASIN TYPICAL SECTION SECTION A-A IE: 930.75 24" PIPE PER PLAN IE = 931.75 10' EXISTING SOILS (TYP.) VARIES NWL: 931.50 100 YR HWL: 934.88 BOTTOM: 925.75 4:1 M A X 20' VEGETATED BUFFER 10:1 10:1 4: 1 M A X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H 10' SAFETY BENCH WET POND SWb BASIN TYPICAL SECTION SECTION B-B PIPE PER PLAN IE: 931.50 EXISTING SOILS (TYP.) VARIES NWL: 931.50 100 YR HWL: 933.95 BOTTOM: 925.75 4:1 MA X 20' VEGETATED BUFFER 10:1 10:1 4:1 M A X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H 10' SAFETY BENCH WET POND SWa PIPE PER PLAN IE: 931.50 VARIES SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. PR E P A R E D F O R PO N D G R A D I N G D E T A I L S C043 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N JJ D JJ D KJ O 20' VEGETATED BUFFER 10' SAFETY BENCH VARIES VARIES 20' VEGETATED BUFFER 10' SAFETY BENCHVARIES 100 YR HWL: 934.88 NWL: 931.50 24" RCP 4:1 MA X OUTLET CONTROL STRUCTURE (OCS-919) 24" RCP OUTLET PIPE 10:1 10:110:1 4:1 M A X MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H NATIVE SAND SOILS BASIN TYPICAL SECTION SECTION C-C MINIMUM 2.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H IE: 930.75 ELEV. 934.88 FLARED END SECTION IE: 925.75 BOTTOM: 925.75 4:1 MA X OPEN GRATE @ 100-YR HWL EXISTING SOILS (TYP.) EXISTING SOILS (TYP.) VARIESVARIES12' NWL: 931.00 100 YR HWL: 934.52 3:1 MA X 10:1 NATIVE SAND SOILS PRETREATMENT SWb BOTTOM: 927.00 4:1 M A X VARIES 3:1 M A X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE EXISTING SOILS (TYP.) EXISTING SOILS (TYP.) 10' SAFETY BENCH 10' SAFETY BENCHVARIES NWL: 931.50 100 YR HWL: 934.88 BOTTOM: 925.75 4:1 MA X 20' VEGETATED BUFFER 10:1 10:1 4:1 M A X 12' MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H 10' SAFETY BENCH WET POND SWB INLET PIPE PER PLAN IE = 931.00 BASIN TYPICAL SECTION SECTION D-D IE: 930.75 24" PIPE PER PLAN IE = 931.00 10' IE: 925.18 VARIES 4: 1 M A X 10:1 WET POND SWB RIP RAP (TYP.) ELEV. 932.43 OPEN GRATE @ 10-YR HWL WEIR - 6" ORIFACE AT ELEV. 931.50 TOP OF WEIR AT ELEV. 934.88 2' SUMP OUTLET CONTROL STRUCTURE (OSC-918) 93 2 93 4 930 926928 932 934 930 94 0 9 4 0 940 950 926928 93 2 9 3 2 932 93 4 9 3 4 934 93 6 9 3 6 936 93 8 9 3 8 938 94294494694 8 952 930 940 950 960 970 9 4 0 9 4 0 94 094 0 94 0 94 0 94 0 940 95 0 95 0 95 0 95 0 95 0 95 0 9 6 0 96 0 9 4 0 940 940940 940 9 4 0 94 0 950 9 5 0 930 940 950 940 940 940 940 930 930 9 4 0 940 950 95 0 930 930 940 940 950 960 CO D D D 150TH ST W / CSAH 42 PI L O T K N O B R D / C S A H 3 1 155TH ST W ON SITE WATER STORAGE TANK ± 2.0 AC 152ND ST W EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N D 3: 1 4: 1 3: 1 16.34% 19.40% 13.20% 19.9 1 % 950 960 970 980 980 948 952 954956958 962964966968 972 9 7 2 972974 976976976 978 978 950 960 970 946 948 952 954 956 958 962 964 966 968 9 6 0 9 7 0 9 6 2 9 6 4 9 6 6 9 6 8 95 0 94 2 94 4 94 6 94 8 95 2 95 4 930 928 932 934 93 0 93 0 93 4 93 4 940 934 936 938 942 944 946 948 928 95 0 95 2 95 4 95 4 95 6 95 6 95 8 95 8 94 4 938 940 938 942 942 944 94 2 942 944 942 944 942 944 942 944 944944 944944 942 94 4 944 946 9 4 4 94 4 944 9 4 4 9 4 6 94 4 9 5 0 9 6 0 9 5 2 9 5 4 9 5 6 9 5 8 970 972 974 95 0 96 0 97 0 98 0 95 2 95 4 95 6 95 8 96 2 96 4 96 6 96 8 97 2 97 4 97 6 97 8 94 4 94 6 944 944 94 4 946 946 946 940 9 4 0 938 9 3 8 942 94 4 94 6 950 946 94 6 948 952 9 4 4 9 4 6 95 0 95 2 95 4 95 0 95 2 970 9 6 0 9 5 0 BUILDING 600 TWO STORY ±113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE: 948.5 BUILDING 601 TWO STORY ±113,588 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING C ±30,928 SF FFE: 947BUILDING 602 ONE STORY ±127,610 SF FFE: 947 SUBSTATION ±2.70 AC EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 PID: 015589300020 PID: 015589301020 PID: 015589300010 PID: 014442001010PID: 015589100040PID: 010350075017 PID: 010350025010 BUILDING A ONE STORY 1,500 SF FFE: 945 SWb PRE-TREATMENT POND ±0.75 TOP=935.75 BOT=927.75 NWE=931.75 HWE=934.70 SWa PRE-TREATMENT POND ±0.38 AC TOP=935.75 BOT=927.75 NWE=931.75 HWE=934.80 SWa POND ±7.70AC TOP=935.75 BOT=925.75 NWE=930.75 HWE=934.50 SWb POND ±10.05AC TOP=935.75 BOT=925.75 NWE=930.75 HWE=935.40 94 0 93 8 94 2 94 4 94 6 D D D D D D D D D D D D D D D DD DD DD D D DDDDDDD D D D D D DDDDDDDDDDD D D D D D D D D D D D DDDDDDD DD D D D D D D D D DDD D D D D DD D D D DD D D D D CBMH 721 CBMH 565 CBMH 563 CB 561 CB 550 CBMH 327 CBMH 556 STMH 566 CBMH 103 CBMH 303 CBMH 410 CBMH 407 CBMH 405 CBMH 409 CBMH 403 CBMH 411 CBMH 412 CBMH 413 CBMH 415 CBMH 110 CBMH 417 STMH 447 CBMH 424 CBMH 111 CBMH 443 CBMH 445 CBMH 434 CBMH 439 CBMH 112 CBMH 601 CBMH 603 CBMH 604 CBMH 605 CBMH 688 CBMH 129 CBMH 684CBMH 683CBMH 130 CBMH 722 CB 708 CBMH 706 CBMH 709 CBMH 707 CBMH 710 CBMH 705 CBMH 711 CBMH 370 CBMH 717 CBMH 712 CBMH 719 CBMH 105 CBMH 307 CBMH 309 CBMH 310 CBMH 326 CBMH 440 CBMH 339 CBMH 115 CBMH 301 CBMH 101 CBMH 305 CBMH 438 CB 682CBMH 240 CB 243 CBMH 685 CBMH 422 CBMH 241 CBMH 687CBMH 242 CBMH 686 CBMH 602 CBMH 449 CBMH 718 CBMH 820 CBMH 432 CBMH 428 CBMH 426 CBMH 430 CBMH 120 CBMH 607CBMH 125 CBMH 123 CBMH 611CBMH 609 CBMH 121 CBMH 713 CBMH 720 CBMH 330 CBMH 335CBMH 119 CBMH 331 CBMH 332 CBMH 336CBMH 333 CBMH 334 CBMH 337 CBMH 338 CBMH 100 CBMH 425 CBMH 431 CBMH 429 CBMH 427 CBMH 300 CBMH 304CBMH 302CBMH 102 CBMH 306 CBMH 606CBMH 124 CBMH 608CBMH 126 CBMH 610CBMH 122 CBMH 716 CBMH 807 CBMH 802 CBMH 801CBMH 806 CBMH 803CBMH 804 CBMH 800CBMH 805 CBMH 414 CBMH 400 CBMH 406 CBMH 402 CBMH 404 CBMH 448 CBMH 441 CBMH 419 CBMH 416 CBMH 421 CBMH 423 CBMH 446 CBMH 104 CB 107 CBMH 106 CBMH 308 STMH 324 STMH 143 STMH 132STMH 139 STMH 311 STMH 349 STMH 347 STMH 341 CB 325 STMH 157STMH 161STMH 169 STMH 353 STMH 359 CBMH 367 STMH 369 STMH 600 CBMH 408 WYE 462 CBMH 464 STMH 466 CBMH 460 WYE 458 CBMH 401 CBMH 453 STMH 496 STMH 503 STMH 450 CB 554 CBMH 555 CBMH 552 CBMH 519 CBMH 515 CO 513 WYE 511 CBMH 509 STMH 505 CBMH 436 STMH 488 CBMH 418 CBMH 420 CBMH 442 CBMH 562 CBMH 560 CBMH 559 CBMH 564 CB 689 CBMH 715 FES 723 STMH 675 WYE 667 STMH 659STMH 222 WYE 230 STMH 238 CBMH 128 CBMH 113 CBMH 114 STMH 216 STMH 214 STMH 208 STMH 200 STMH 649 STMH 636 STMH 657 STMH 195 STMH 187 STMH 175 STMH 476 STMH 470 STMH 479 CBMH 551 FES 912 FES 914 FES 916 OCS 918 EX 920 FES 910 FES 906 FES 904 FES 908 FES 902 FES 900 FES 821 CBMH 819 CBMH 818 CBMH 817 CBMH 816 CBMH 809 CBMH 808 STMH 616 STMH 624 STMH 634 STMH 145 STMH 147 STMH 149 STMH 322 STMH 320 STMH 318 STMH 316 STMH 135 STMH 137 STMH 141 WYE 343 WYE 345 WYE 351 WYE 151 WYE 153 WYE 155 WYE 171 WYE 173 STMH 167 WYE 165 WYE 163 WYE 159 WYE 355 WYE 357 WYE 361 WYE 363 WYE 365 STMH 193 STMH 191 STMH 189 STMH 185 STMH 183 STMH 181 STMH 179 WYE 177 WYE 614 STMH 618 STMH 620 STMH 622 STMH 626 STMH 628 STMH 630 STMH 632 STMH 655STMH 653 STMH 651 STMH 647 STMH 645 STMH 643 STMH 641 STMH 639 RD 638WYE 198 STMH 202 STMH 204 STMH 206 STMH 210 STMH 212 STMH 218 STMH 220 WYE 236 WYE 234 STMH 232 WYE 228 WYE 226 WYE 224 WYE 661 STMH 663 WYE 665 STMH 669 WYE 671 WYE 673 WYE 468 WYE 455 WYE 452 STMH 472 STMH 474 STMH 485 STMH 483 STMH 481 STMH 490 STMH 492 STMH 494 STMH 500 STMH 498 WYE 507 WYE 518 WYE 521 CBMH 815 CBMH 814 CBMH 813 CBMH 435 CBMH 437 CBMH 433 CBMH 565B CBMH 701 CBMH 703 CB 714 CBMH 127 CBMH 612 CBMH 704 CBMH 116 CBMH 117 CBMH 108 STMH 120A CBMH 568 CBMH 109 FES 118 CB 702 CB 700 CBMH 812 CBMH 811 CB 810 CBMH 309A CBMH 410A CBMH 567 STMH 313 RD 444 FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE ROADWAY GRADING TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN 940942 944 938 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R OV E R A L L D R A I N A G E P L A N C050 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN Know what'sbelow. before you dig.Call R PROPOSED PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR DRAINAGE PLAN LEGEND EASEMENT LINE PROPOSED SLOPE PROPOSED STORM PIPE 925 0.0% PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D CO PROPOSED TRENCH DRAIN NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. PROPOSED STORMWATER MANAGEMENT AREA PROPOSED WATER TANK AREA 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N HE B HE B KJ O 150TH ST W / CSAH 42 152ND ST W 155TH ST W PI L O T K N O B R D / C S A H 3 1 EN G L I S H A V E EXISTING JOHNNY CAKE SUBSTATION EXISTING TRUCK SCALE. PROTECT IN PLACE EXISTING RIGHT OF WAY PROPOSED EASEMENT PROPOSED EASEMENT PROPOSED EASEMENT B M B G N N C L B H EXISTING TEMPORARY EASEMENT EXISTING TEMPORARY EASEMENT B L B B PROTECT EXISTING JOHNNY CAKE SUBSTATION I B I I I J J G K K G K L L B I K CONTRACTOR TO REMOVE PIPE SECTIONS TO MEET THE PROPOSED GRADE. RE-INSTALL END SECTIONS. G GG L I M O O O O O O O O K B B K N N A A SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH EXISTING PROPERTY LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING SIGN EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING LIGHT POLE EXISTING CURB & GUTTER KEYNOTE LEGEND REMOVE EXISTING CURB REMOVE EXISTING SIGN REMOVE EXISTING HYDRANT REMOVE EXISTING WATER VALVE REMOVE EXISTING STORM SEWER STRUCTURE REMOVE EXISTING STORM SEWER PROTECT EXISTING LIGHT POLE REMOVE AND SALVAGE EXISTING STORM SEWER STRUCTURE PROTECT EXISTING UTILITIES PROTECT EXISTING POWER POLE PROTECT EXISTING SIGN PROTECT EXISTING WATER VALVE REMOVE AND RELOCATE EXISTING HYDRANT PROTECT EXISTING STORM SEWER STRUCTURE EXISTING MINE EQUIPMENT TO BE REMOVED BY MINE OPERATOR A B C D E F G H I J K L M N O PR E P A R E D F O R SI T E D E M O L I T I O N P L A N C060 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN EXISTING OVERHEAD POWER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING FIBER EXISTING SIGN EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING POWER ACCESS PANELS EXISTING TRANSFORMERS EXISTING LIGHT POLE EXISTING CURB & GUTTER LEGEND E H Know what'sbelow. before you dig.Call CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AM W AM W KJ O BUILDING 600 TWO STORY ±113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE: 948.5 BUILDING 601 TWO STORY ±113,588 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING C ±30,928 SF FFE: 947BUILDING 602 ONE STORY ±127,610 SF FFE: 947 PID: 015589300020 PID: 015589301020 PID: 015589300010 PID: 014442001010PID: 015589100040PID: 010350075017 PID: 010350025010 BUILDING A ONE STORY 1,500 SF FFE: 945 IW IW IW IW IW IW IW IW IW IW FW FW FW FW FW FW FW FW FW FW FWFWFWFWFW IW IW IW IW IW IW FW FW FW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW FWFWFWFWFWFWFWFWFWFW FW FW FW FW FW F W FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IW IWIWIWIWIWIWIW IW IW IW IW FW FW FW FW FW FW FW FW CONNECT TO EXISTING 12" OUTLET STRUCTURE TO DRAIN INTO SOUTHERN DEVELOPMENT REGIONAL BASINS. CONNECT TO PROPOSED SANITARY SEWER NETWORK IN FUTURE JOHNNY CAKE RIDGE ROAD. MAXIMUM DISCHARGE OF 0.31 MGD. CONNECT TO EXISTING 8" SANITARY SEWER STUB IN ENGLISH AVENUE. MAXIMUM DISCHARGE OF 0.34 MGD. OFF-SITE SANITARY SEWER EXTENSION, 14" C-905-DR18 PVC FOR ±1,720 LF. DESIGN BY OTHERS (A M I N O R E X P A N D E R ) 150TH ST W / CSAH 42 (P L A N N E D M A J O R C O L L E C T O R ) 152ND ST W (L O C A L R O A D ) PI L O T K N O B R D / C S A H 3 1 (LOCAL ROAD) EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N (PRINCIPAL ARTERIAL) OFF-SITE WATER MAIN EXTENSION, 16" DIP FOR ±3,200 LF. DESIGN BY OTHERS. OFF-SITE WATER MAIN EXTENSION, 16" DIP FOR ±1,230 LF. DESIGN BY OTHERS OFF-SITE STORM SEWER FOR ±4,350 LF OFF-SITE STORM SEWER FOR ±4,350 LF 155TH ST W CONNECT TO EXISTING 12" WATER MAIN FIBER ROOM #4 FIBER ROOM #5 FIBER ROOM #3 FIBER ROOM #1 FIBER ROOM #2 WATER TREATMENT AND STORAGE AREA. DESIGN BY OTHERS ±2.0 AC LIFT STATION WATER METER BUILDING PID: 010350025010 FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE 155TH ST EXTENSION BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. REMOVE AND SALVAGE EXISTING HYDRANT AND VALVE. CONNECT WATER SERVICE LINE TO 12" DIP WATER LINE. EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 PROPOSED SUBSTATION AREA FOR REFERENCE ONLY. DESIGN BY OTHERS. SURGE TANKS SWa PRE-TREATMENT ±0.38 AC SWa ±7.70 AC SWb ±10.05 AC SWb PRE- TREATMENT ±0.75 AC IWW-22 IWW-10 IWW-27 IWW-11 IWW-18 IWW-17 IWW-26 IWW-16 IWW-25 IWW-15 IWW-14 IWW-24 IWW-13IWW-12 IWW-07IWW-06 IWW-05 IWW-04IWW-03IWW-02 IWW-01 SSWR-02SSWR-17 SSWR-16 SSWR-04 SSWR-03 SSWR-15 SSWR-11 SSWR-13 SSWR-12 SSWR-05 SSWR-07 SSWR-06 SSWR-24 SSWR-10 SSWR-25 SSWR-27SSWR-28SSWR-29 SSWR-20 SSWR-26 SSWR-09 SSWR-14 IWW-23 IWW-31 IWW-32 IWW-33 IWW-34 IWW-35 SSWR-21 SSWR-18 IWW-28 IWW-30 SSWR-19 IWW-38SSWR-30 SSWR-22 IWW-37 IWW-36 SSWR-08 IWW-19 SSWR-01 IWW-08 LEGEND NOTES 1.REFER TO GENERAL NOTES SHEET (C001) FOR SPECIFIC GENERAL PLAN NOTES. PROPOSED PROPERTY LINE PROPOSED DOMESTIC WATER PIPE EXISTING PROPERTY LINE EASEMENT LINE PROPOSED FIRE WATER PIPE PROPOSED INDUSTRIAL WATER PIPE PROPOSED WATER VALVE PROPOSED WATER REDUCER PROPOSED FIRE HYDRANT PROPOSED DOMESTIC SANITARY PIPE IWW PROPOSED INDUSTRIAL WASTEWATER PIPE PROPOSED SANITARY MANHOLE PROPOSED SANITARY CLEAN OUT PROPOSED STORM SEWER PIPE CO PROPOSED WATER TEE PROPOSED INDUSTRIAL WASTEWATER MANHOLE PROPOSED INDUSTRIAL WASTEWATER CLEAN OUTCO PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED STORMWATER MANAGEMENT AREA PROPOSED WATER TREATMENT AND STORAGE AREA, DESIGN BY OTHERS SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S CONFIDENTIAL NOT FOR DISTRIBUTION PRIVILEGED, CONFIDENTIAL AND SECURE INFORMATION INTENDED FOR USE WITHIN DESIGNATED TEAM ONLY. DISCLOSURE ON A NEED-TO-KNOW BASIS AND ONLY SHARE WITH EXTERNAL PARTIES UNDER NON-DISCLOSURE AGREEMENTS. DISTRIBUTION OF THESE DOCUMENTS IS TO BE HELD TO A MINIMUM. NORTH PR E P A R E D F O R OV E R A L L U T I L I T Y P L A N C070 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN Know what'sbelow. before you dig.Call 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N MA W MA W KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R ER O S I O N A N D S E D I M E N T C O N T R O L DE T A I L S C090 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N N/ A CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R ER O S I O N A N D S E D I M E N T C O N T R O L DE T A I L S C091 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AW S AW S KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R SI T E D E T A I L S C092 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N N/ A CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R SI T E D E T A I L S C093 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N N/ A CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R UT I L I T Y D E T A I L S C094 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N N/ A CA C KJ O SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R UT I L I T Y D E T A I L S C095 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N N/ A CA C KJ O SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER CAL. CONIFEROUS TREE AUP 63 AUSTRIAN PINE PINUS NIGRA B & B 6` HT. BFR 106 BALSAM FIR ABIES BALSAMEA B & B 6` HT. BHS 120 BLACK HILLS SPRUCE PICEA GLAUCA `DENSATA`B & B 6` HT. ELH 15 EASTERN LARCH LARIX LARICINA B & B 6` HT. ERC 19 EASTERN RED CEDAR JUNIPERUS VIRGINIANA B & B 6` HT. NWS 57 NORWAY SPRUCE PICEA ABIES B & B 6` HT. SCP 81 SCOTCH PINE PINUS SYLVESTRIS B & B 6` HT. WHP 84 WHITE PINE PINUS STROBUS B & B 6` HT. ORNAMENTAL TREE DAK 28 DAKOTA PINNACLE BIRCH BETULA PLATYPHYLLA `FARGO`B & B 1.5" CAL NRB 13 NORTHERN REDBUD CERCIS CANADENSIS B & B 1.75" CAL MIN PRC 15 PRAIRIE ROSE CRABAPPLE MALUS IOENSIS `PRAIRIE ROSE`B & B 1.5" CAL. QUA 61 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. TCH 22 THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI INERMIS TM B & B 1.5" CAL. OVERSTORY TREE ABM 26 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 2.5" CAL. PLANT SCHEDULE GSL 27 GREENSPIRE™ LINDEN TILIA CORDATA `PNI 6025`B & B 2.5" CAL. HCK 16 COMMON HACKBERRY CELTIS OCCIDENTALIS B & B 2.5" CAL. NPO 23 NORTHERN PIN OAK QUERCUS ELLIPSOIDALIS B & B 2.5" CAL. NRO 28 NORTHERN RED OAK QUERCUS RUBRA B & B 2.5" CAL. PRE 23 PRINCETON ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. SGO 31 SKINNY GENES® OAK QUERCUS X BIMUNDORUM `JFS-KW2QX`B & B 2.5" CAL. SHL 4 SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE`B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 255 GREY OWL JUNIPER JUNIPERUS X 'GREY OWL'#5 CONT.5` O.C. SGJ 429 SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN'#5 CONT.5` O.C. DECIDUOUS SHRUBS FLW 473 FLAME WILLOW SALIX X 'FLAME'#5 CONT.5` O.C. GLS 139 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW'#5 CONT.4` O.C. MVB 144 MOHICAN VIBURNUM VIBURNUM LANTANA `MOHICAN`#5 CONT.5` O.C. PFD 98 PRAIRIE FIRE DOGWOOD CORNUS ALBA 'PRAIRIE FIRE'#5 CONT.5` O.C. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME PERENNIALS BES 54 GOLDSTURM BLACK EYED SUSAN RUDBECKIA X 'GOLDSTURM' MOO 59 MILLENIUM ORNAMENTAL ONION ALLIUM X 'MILLENIUM' SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . FOR REFERENCE ONLY 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 60 % E N T I T L E M E N T P L A N S 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.L0961 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L0962 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.L0964 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L0965 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE 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'L0963 4" 1" NOTE: 1.EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. STEEP SLOPE PLANTING SCALE: N.T.S.L0966 EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS APPLICABLE AS SHOWN BACKFILL AREA 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 TRAP 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 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 TO INCLUDE RAIN/FREEZE SENSOR, FLOW SENSOR, MASTER VALVE, PRESSURE REGULATED HEADS, AND EPA WATERSENSE CERTIFIED / WEATHER-BASED CONTROLLER. DESIGN TO PROVIDE HEAD-TO-HEAD COVERAGE 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 D E T A I L S L096 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N AT K AT K RA H PANEL REVEAL(s), TYP. EL.= T.O. PARAPET 40'-0" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. PARAPET 40'-0" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. SCREENWALL 50'-0" EL.= T.O. PARAPET 40'-0" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. SCREENWALL 50'-0" EL.= T.O. PARAPET 40'-0" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. SCREENWALL 50'-0" EP-1 EP-2 EP-3 MP-4 (SCREENWALL) PANEL REVEAL(s), TYP.EP-1 EP-2 EP-3 MP-4 (SCREENWALL) PANEL REVEAL(s), TYP.EP-1 EP-2 EP-3 PANEL REVEAL(s), TYP.EP-1 EP-2 EP-3 MP-4 (SCREENWALL)MP-4 (SCREENWALL BEYOND) EL.= T.O. SCREENWALL 50'-0" SCREENWALL OUTLINE IN FRONT OF BUILDING 8120 Woodmont Avenue | Suite 750 | Bethesda, Maryland 20814 p.301.979.7600 | f.301.710.6384 | www.penneydesigngroup.com PENNEY DESIGN GROUP SCALE: Apple Valley Technology Park Apple Valley, MN PEL-1 1"=20'-0" Proposed Exterior Building Elevations Auxiliary Water Building OPP004 12/18/2024 30 x 42 EXTERIOR MATERIALS TAG MANUFACTURER REMARKS EP-1 EXTERIOR PAINT SHERWIN WILLIAMS "CITYSCAPE" #SW 7067 PANELS AS NOTED. EP-2 EXTERIOR PAINT SHERWIN WILLIAMS "VERSITILE GRAY" #SW 6072 PANELS AS NOTED. EP-3 EXTERIOR PAINT SHERWIN WILLIAMS "DRIFT OF MIST" #SW 9166 PANELS AS NOTED. MP-4 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'SLATE GRAY'SCREEN WALLS, AS NOTED. NOTES: *FINAL SPECIFICATIONS TO MATCH OR BE EQUAL TO SPECIFICATION ABOVE. * PANEL PAINT SHALL BE EUCLID CHEMICAL CO. - TAMMSCOAT, MEDIUM COARSE FINISH OR EQUAL - MATCH PAINT COLORS LISTED ABOVE - G.C. SHALL SUBMIT SAMPLES AND PROVIDE MOCK-UP ON SITE FOR OWNER & ARCHITECT APPROVAL. 1/ P E L - 2 2/ P E L - 2 3/ P E L - 2 4/ P E L - 2 EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= t/o SCREEN WALL 28'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= t/o SCREEN WALL 22'-0" EL.= t/o SCREEN WALL 28'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= t/o SCREEN WALL 22'-0" EL.= t/o SCREEN WALL 28'-0" EL.= t/o SCREEN WALL 28'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= T.O. SCREENWALL 47'-0"EL.= T.O. SCREENWALL 47'-0"EP-1 EP-3EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-4 (SCREENWALL) MP-2 (SCREENWALL) MP-3 (SCREENWALL) PANEL REVEAL(s), TYP MP-2 (SCREENWALL) MP-3 (SCREENWALL) EP-1EP-3 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-4 (SCREENWALL)PANEL REVEAL(s), TYP MP-2 (SCREENWALL)MP-2 (SCREENWALL)EP-1 EP-3 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REVEAL(s), TYP MP-4 (SCREENWALL) EP-1 EP-2 EP-3 CLEAR ANODIZED LOUVERS, TYP. (L-1)PANEL REVEAL(s), TYPEP-1EP-2EP-3CLEAR ANODIZED LOUVERS, TYP. (L-1)PANEL REVEAL(s), TYP 8120 Woodmont Avenue | Suite 750 | Bethesda, Maryland 20814 p.301.979.7600 | f.301.710.6384 | www.penneydesigngroup.com PENNEY DESIGN GROUP SCALE: Apple Valley Technology Park Apple Valley, MN PEL-1 1"=40'-0" Proposed Exterior Building Elevations 1-Story Building OPP004 12/18/2024 30 x 42 Scale: 1"=40'-0" PROPOSED EXTERIOR ELEVATION (FRONT) W/ SCREENWALL - OVERALL1 Scale: 1"=40'-0" PROPOSED EXTERIOR ELEVATION (OFFICE/ENTRY) W/ SCREENWALL - OVERALL2 Scale: 1"=40'-0" PROPOSED EXTERIOR ELEVATION (SIDE) W/SCREENWALL - OVERALL3 Scale: 1"=40'-0" PROPOSED EXTERIOR ELEVATION (SIDE) W/ SCREENWALL - OVERALL4 EXTERIOR MATERIALS TAG MANUFACTURER REMARKS TAG MANUFACTURER REMARKS MP-1 METAL PANEL ALPOLIC - 'CNC CHARCOAL'AS NOTED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS "CITYSCAPE" #SW 7067 PANELS AS NOTED. MP-2 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'STONE WHITE'SCREEN WALLS, AS NOTED.EP-2 EXTERIOR PAINT SHERWIN WILLIAMS "VERSITILE GRAY" #SW 6072 PANELS AS NOTED. MP-3 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'GRANITE'SCREEN WALLS & PENTHOUSE, AS NOTED.EP-3 EXTERIOR PAINT SHERWIN WILLIAMS "DRIFT OF MIST" #SW 9166 PANELS AS NOTED. MP-4 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'SLATE GRAY'SCREEN WALLS, AS NOTED.L-1 METAL LOUVER CLEAR ANODIZED FINISH TYP. THROUGHOUT NOTES: *FINAL SPECIFICATIONS TO MATCH OR BE EQUAL TO SPECIFICATION ABOVE. * PANEL PAINT SHALL BE EUCLID CHEMICAL CO. - TAMMSCOAT, MEDIUM COARSE FINISH OR EQUAL - MATCH PAINT COLORS LISTED ABOVE - G.C. SHALL SUBMIT SAMPLES AND PROVIDE MOCK-UP ON SITE FOR OWNER & ARCHITECT APPROVAL. MP-4 (SCREENWALL) EP-1EP-2EP-3CLEAR ANODIZED LOUVERS, TYP. (L-1)PANEL REVEAL(s), TYP EL.= t/o SCREEN WALL 28'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" MP-4 (SCREENWALL) EP-1 EP-2 EP-3 CLEAR ANODIZED LOUVERS, TYP. (L-1)PANEL REVEAL(s), TYP MP-2 (SCREENWALL)EP-1 EP-3 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REVEAL(s), TYP EL.= t/o SCREEN WALL 28'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" MP-2 (SCREENWALL)EP-1 EP-3 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REVEAL(s), TYP EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= t/o SCREEN WALL 22'-0" EL.= t/o SCREEN WALL 28'-0" EL.= T.O. SCREENWALL 47'-0"EP-1 EP-3EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-4 (SCREENWALL) MP-2 (SCREENWALL) MP-3 (SCREENWALL) PANEL REVEAL(s), TYP EL.= LEVEL M1 14'-4" EL.= LEVEL 01 0'-0" EL.= T.O. ROOF 33'-0" EL.= t/o SCREEN WALL 22'-0" EL.= t/o SCREEN WALL 28'-0" EL.= T.O. SCREENWALL 47'-0" MP-2 (SCREENWALL) MP-3 (SCREENWALL) EP-1EP-3 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-4 (SCREENWALL)PANEL REVEAL(s), TYP 8120 Woodmont Avenue | Suite 750 | Bethesda, Maryland 20814 p.301.979.7600 | f.301.710.6384 | www.penneydesigngroup.com PENNEY DESIGN GROUP SCALE: Apple Valley Technology Park Apple Valley, MN PEL-2 1"=20'-0" Proposed Exterior Building Elevations 1-Story Building OPP004 12/18/2024 30 x 42 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (FRONT) W/ SCREENWALL - ENLARGED1 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (FRONT) W/SCREENWALL - ENLARGED2 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (OFFICE/ENTRY) - ENLARGED3 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (OFFICE/ENTRY) W/ SCREENWALL - ENLARGED4 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (SIDE) W/SCREENWALL - ENLARGED5 Scale: 1"=20'-0" PROPOSED PARTIAL EXTERIOR ELEVATION (SIDE) W/ SCREENWALL - ENLARGED6 EL.= PENTHOUSE ROOF 81'-2" EL.= LEVEL 01 0'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 02 32'-0" EL.= LEVEL M2 46'-4" EL.= t.o. ROOF 65'-0" EL.= t.o. PENTHOUSE 65'-11" EL.= t.o. PARAPET 69'-2"EL.= t.o. SCREEN WALL 68'-0" EP-1 EP-3 CLEAR ANODIZED LOUVERS, TYP. (L-1)EP-2 PANEL REAVEL(s), TYP. EP-1 EP-1 EP-1EP-3CLEAR ANODIZED LOUVERS, TYP. (L-1)EP-2 EP-3 EP-2 MP-1 EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-3 MP-4 (SCREENWALL) EL.= LEVEL 01 0'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 02 32'-0" EL.= LEVEL M2 46'-4" EL.= t.o. ROOF 65'-0" EL.= t.o. PENTHOUSE 65'-11" EL.= t.o. PARAPET 69'-2" EL.= PENTHOUSE ROOF 81'-2" EL.= t.o. SCREEN WALL 22'-0" EL.= t.o. SCREEN WALL 68'-0" EP-1 EP-3 EP-2 MP-1 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REAVEL(s), TYP. MP-3 (SCREENWALL) MP-3MP-4 (SCREENWALL) EL.= LEVEL 01 0'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 02 32'-0" EL.= LEVEL M2 46'-4" EL.= t.o. ROOF 65'-0" EL.= t.o. PARAPET 69'-2" EL.= PENTHOUSE ROOF 72'-10" EL.= t.o. SCREEN WALL 22'-0" EP-1 EP-3 EP-2 EP-1 PANEL REAVEL(s), TYP. MP-2 (SCREENWALL) MP-3 (SCREENWALL) EL.= LEVEL 01 0'-0" EL.= LEVEL M1 14'-4" EL.= LEVEL 02 32'-0" EL.= LEVEL M2 46'-4" EL.= t.o. ROOF 65'-0" EL.= t.o. PENTHOUSE 65'-11" EL.= t.o. PARAPET 69'-2"EL.= t.o. SCREEN WALL 72'-10" EL.= PENTHOUSE ROOF 72'-10" EP-1BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. EP-3 EP-2 PANEL REAVEL(s), TYP. MP-1 MP-2 (SCREENWALL)MP-2 (SCREENWALL) MP-3 8120 Woodmont Avenue | Suite 750 | Bethesda, Maryland 20814 p.301.979.7600 | f.301.710.6384 | www.penneydesigngroup.com PENNEY DESIGN GROUP SCALE: Apple Valley Technology Park Apple Valley, MN PEL-1 1"=20'-0" Proposed Exterior Building Elevations 2-Story Building OPP004a 12/18/2024 30 x 42 Scale: 1"=20'-0" PROPOSED EXTERIOR ELEVATION (YARD-FACING)4 Scale: 1"=20'-0" PROPOSED EXTERIOR ELEVATION (OFFICE / ENTRY) 2 Scale: 1"=20'-0" PROPOSED EXTERIOR ELEVATION (SIDE)3 Scale: 1"=20'-0" PROPOSED EXTERIOR ELEVATION (FRONT)1 EXTERIOR MATERIALS TAG MANUFACTURER REMARKS TAG MANUFACTURER REMARKS MP-1 METAL PANEL ALPOLIC - 'CNC CHARCOAL'AS NOTED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS "CITYSCAPE" #SW 7067 PANELS AS NOTED. MP-2 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'STONE WHITE'SCREEN WALLS, AS NOTED.EP-2 EXTERIOR PAINT SHERWIN WILLIAMS "VERSITILE GRAY" #SW 6072 PANELS AS NOTED. MP-3 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'GRANITE'SCREEN WALLS & PENTHOUSE, AS NOTED.EP-3 EXTERIOR PAINT SHERWIN WILLIAMS "DRIFT OF MIST" #SW 9166 PANELS AS NOTED. MP-4 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'SLATE GRAY'SCREEN WALLS, AS NOTED.L-1 METAL LOUVER CLEAR ANODIZED FINISH TYP. THROUGHOUT NOTES: *FINAL SPECIFICATIONS TO MATCH OR BE EQUAL TO SPECIFICATION ABOVE. * PANEL PAINT SHALL BE EUCLID CHEMICAL CO. - TAMMSCOAT, MEDIUM COARSE FINISH OR EQUAL - MATCH PAINT COLORS LISTED ABOVE - G.C. SHALL SUBMIT SAMPLES AND PROVIDE MOCK-UP ON SITE FOR OWNER & ARCHITECT APPROVAL. EL.= T.O. PARAPET 40'-4" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. PARAPET 49'-0" EL.= T.O. PARAPET 40'-4" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. PARAPET 49'-0" EL.= T.O. PARAPET 40'-4" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. PARAPET 40'-4" EL.= LEVEL 01 0'-0" EL.= T.O. PARAPET 20'-0" EL.= T.O. PARAPET 49'-0"MP-1 MP-3 MP-1 MP-3 MP-1 MP-3 EP-1 EP-3 MP-4EP-2 EP-1 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REVEAL(s), TYP.EP-1 EP-3 MP-4EP-2 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. PANEL REVEAL(s), TYP. 5 PEL-1 EP-1 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. EP-1 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. MP-4EP-3EP-2 PANEL REVEAL(s), TYP. MP-4 BLACK ANODIZED STOREFRONT w/ BLACK SPANDREL, TYP. EP-1 EP-3 EP-2 PANEL REVEAL(s), TYP METAL OVERHANG, TO MATCH MP-4, TYP METAL OVERHANG, TO MATCH MP-4, TYP METAL OVERHANG, TO MATCH MP-4, TYP METAL OVERHANG, TO MATCH MP-4, TYP MP-5 MP-6 MP-7 MP-10 MP-9 MP-8 8120 Woodmont Avenue | Suite 750 | Bethesda, Maryland 20814 p.301.979.7600 | f.301.710.6384 | www.penneydesigngroup.com PENNEY DESIGN GROUP SCALE: Apple Valley Technology Park Apple Valley, MN PEL-1 1"=20'-0" Proposed Exterior Building Elevations Technology Assembly Builidng OPP004 12/18/2024 30 x 42 EXTERIOR MATERIALS TAG MANUFACTURER REMARKS TAG MANUFACTURER REMARKS MP-1 METAL PANEL ALPOLIC - 'CNC CHARCOAL'AS NOTED MP-8 METAL PANEL METAL PANEL - METL SPAN 'TUNDRA'AS NOTED MP-3 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'GRANITE'SCREEN WALLS & PENTHOUSE, AS NOTED.MP-9 METAL PANEL METAL PANEL - METL SPAN 'SLATE GRAY'AS NOTED MP-4 METAL PANEL CORRUGATED METAL PANEL - PAC CLAD 'SLATE GRAY'SCREEN WALLS, AS NOTED.MP-10 METAL PANEL METAL PANEL - METL SPAN 'BURNISHED SLATE'AS NOTED MP-5 METAL PANEL METAL PANEL - METL SPAN 'SNOW WHITE'AS NOTED EP-1 EXTERIOR PAINT SHERWIN WILLIAMS "CITYSCAPE" #SW 7067 PANELS AS NOTED. MP-6 METAL PANEL METAL PANEL - METL SPAN 'REGAL GRAY'AS NOTED EP-2 EXTERIOR PAINT SHERWIN WILLIAMS "VERSITILE GRAY" #SW 6072 PANELS AS NOTED. MP-7 METAL PANEL METAL PANEL - METL SPAN 'SMOKE GRAY'AS NOTED EP-3 EXTERIOR PAINT SHERWIN WILLIAMS "DRIFT OF MIST" #SW 9166 PANELS AS NOTED. NOTES: *FINAL SPECIFICATIONS TO MATCH OR BE EQUAL TO SPECIFICATION ABOVE. * PANEL PAINT SHALL BE EUCLID CHEMICAL CO. - TAMMSCOAT, MEDIUM COARSE FINISH OR EQUAL - MATCH PAINT COLORS LISTED ABOVE - G.C. SHALL SUBMIT SAMPLES AND PROVIDE MOCK-UP ON SITE FOR OWNER & ARCHITECT APPROVAL. Scale: 1"=20'-0" PANEL ENLARGED ELEVATION5 LANDSCAPE LEGEND EDGER (TYP.) PROPERTY LINE (TYP.) SEED/ SOD EDGE (TYP.) GRAVEL (TYP.) SOD (TYP.) SEED WITH MNDOT SOUTHERN BOULEVARD (SB) SEED MIX (TYP.) SEED WITH MNDOT WET DITCH (WD) SEED MIX (TYP.) SEED WITH MNDOT SOUTHERN TALLGRASS ROADSIDE (STR) SEED MIX (TYP.) SEED WITH SOUTHERN SHORTGRASS (SSR) SEED MIX (TYP.) PROPOSED BUILDING (A M I N O R E X P A N D E R ) 150TH ST W / CSAH 42 (P L A N N E D M A J O R C O L L E C T O R ) 152ND ST W (PLANNED MINOR COLLECTOR) 155TH ST W PI L O T K N O B R D / C S A H 3 1 (LOCAL ROAD) EN G L I S H A V E FU T U R E J O H N N Y C A K E R I D G E R D E X T E N S I O N (PRINCIPAL ARTERIAL) LIFT STATION FIBER ROOM #4 FIBER ROOM #3 FIBER ROOM #1 BUILDING A ONE STORY ±1,500 SF FFE: 945 FIBER ROOM #2 WATER METER BUILDING (L O C A L R O A D ) FULL ACCESS FULL ACCESS FUTURE ROUNDABOUT BY OTHERS PRELIMINARY LAYOUT DESIGN BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE JOHNNY CAKE RIDGE ROAD BY OTHERS PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. FUTURE 155TH ST EXTENSION BY OTHERS. PRELIMINARY LAYOUT DESIGNED BY THE CITY OF APPLE VALLEY, DATED 9/6/2019. SHOWN FOR REFERENCE ONLY. EMERGENCY EGRESS ROUTE EXISTING TEMPORARY EASEMENT EXISTING TEMPORARY EASEMENT PROPOSED EASEMENT FIRE PUMP BUILDING ABOVE GROUND SURGE TANKS ABOVE GROUND WATER STORAGE TANK AREA. DESIGN BY OTHERS. ± 2.0 AC 30' BUILDING SETBACK EVEV BUILDING 600 TWO STORY ±113,654 SF FFE: 946 BUILDING B ±33,500 SF FFE: 948.5 BUILDING 601 TWO STORY ±113,588 SF FFE: 947 BUILDING 603 ONE STORY ±219,690 SF FFE: 946 BUILDING 604 ONE STORY ±219,690 SF FFE: 945 BUILDING C ±30,928 SF FFE: 947BUILDING 602 ONE STORY ±127,610 SF FFE: 947 SWb ±10.05 AC SWa ±7.70 AC SWb PRE- TREATMENT ±0.75 AC SWa PRE-TREATMENT ±0.38 AC SUBSTATION ±2.70 AC EXISTING JOHNNY CAKE SUBSTATION PID: 011825001010 PID: 015589300020 PID: 015589301020 PID: 015589300010 PID: 014442001010PID: 015589100040PID: 010350075017 PID: 010350025010 BUILDING A ONE STORY 1,500 SF FFE: 945 FIBER ROOM #5 SHEET NUMBER © 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 . 14 8 0 0 G A L A X I E A V E S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 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 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 . 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 60 % E N T I T L E M E N T P L A N S PR E P A R E D F O R LA N D S C A P E P L A N L080 AP P L E V A L L E Y T E C H N O L O G Y P A R K OP P I D A N I N V E S T M E N T C O . AP P L E V A L L E Y MN Know what'sbelow. before you dig.Call NORTH PROJECT COST REQUIREMENTS REQUIRED: LANDSCAPE MATERIALS MUST BE AT LEAST 1.5% OF THE ESTIMATED BUILDING CONSTRUCTION COST PARKING LOT ISLAND REQUIREMENTS REQUIRED LANDSCAPE ISLANDS:2,706 S.F. / 2% = 135,265 S.F. PARKING LOT AREA * 0.02 PROVIDED LANDSCAPE ISLANDS: 2%+ REQUIRED LANDSCAPE ISLAND TREES:55 TREES = 2,706 REQUIRED LANDSCAPE AREA * 0.02 PROVIDED LANDSCAPE ISLAND TREES:55 TREES PROVIDED ELSEWHERE ON SITE. UNABLE TO PROVIDE TREES IN PARKING AREAS DUE TO DESIGN CONSTRAINTS. SCREENING REQUIREMENTS: REQUIRED: WHERE INDUSTRY IS WITHIN 100' OF PROPERTY ZONED RESIDENTIAL AND/OR ACROSS STREET FROM RESIDENTIAL ZONE. SCREENING SHALL CONSIST OF AN ATTRACTIVE SOLID FENCE, WALL, OR EARTHEN BERM. PROVIDED:SOUTHWEST CORNER OF SITE IS WITHIN 100' OF PROPERTY ZONED RESIDENTIAL, ADJACENT LAND IS A STORMWATER MANAGEMENT AREA AND FEATURES LANDSCAPE SCREENING, THE PROPOSED BUILDING FFE IS 5' BELOW GRADE AT THE PROPERTY LINE. THE MAJORITY OF THE SITE IS NOT ADJACENT TO RESIDENTIAL/WITHIN 100' EXCEPT FOR THE AREA MENTIONED ABOVE. SCREENING HAS BEEN ADDED IN THE FORM OF LANDSCAPE BERMS, PLANTINGS, AND BUILDING FFE ARE BELOW GRADE OF ADJACENT ROADWAY. LANDSCAPE SUMMARY 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 0 1 7 7 4 0 6 5 12 / 1 8 / 2 0 2 4 AS S H O W N -- - - -- - - RA H 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 60 % E N T I T L E M E N T P L A N S CITY OF MEMO Public Works TO: Alex Sharpe, AICP, City Planner FROM: Evan Acosta, Assistant City Engineer DATE: January 31, 2025 SUBJECT: Apple Valley Technology Park Site Plan Building Permit Plans dated 12/18/2024 Alex, The following are comments regarding the Apple Valley Technology Park Preliminary Plans dated December 18, 2024. Please include these items as conditions to approval. General 1. Provide a narrative and site plan showing how the expansion will be constructed and any impacts prior to building permit authorization. The narrative and plan shall include the following: • Material storage and staging • All material storage to be onsite and indicated on plan. • Haul routes to and from the site. • Haul routes and access should be limited to signalized intersections on major roadways or Future JCRR • AVR maintenance facility would require access to public road • AVR west side of pit would require access off JCRR along with relocation of weigh station • Contractor and subcontractor parking locations • Onsite trade parking should be provided. • Phasing Plan • Lighting Plan 2. All work and infrastructure within public easements or right of way shall be to City standards. A public improvement project will be required for: • sanitary sewer, water main and storm sewer improvements in Johnny Cake Ridge Road (JCRR) and 155th Street • roadway extension of Johnny Cake Ridge Road (JCRR) from Fairfield Drive to CSAH 42 and 155th Street West including a multi-lane roundabout. • Waiver of Objection to Special Assessments should be executed for cost share if public improvements are requested to be assessed to the benefiting properties. • A Feasibility Study prepared by City of Apple Valley for Public improvements per 429 process is required by MN State Statute • A design agreement will be required for the design of the public streets and utilities by City Staff. • A Private Installation Agreement will be required for inspection and construction of the proposed Stormwater Pond. Construction Documents for grading plan are proposed to be completed by applicant engineer. • Groundwater/DWSMA study will be required by BARR for suitability of infiltration in DWSMA • All Trails within Outlot B shall be 8’ in width • All screening landscaping shall be on private property. • Landscaping within Outlot B shall be approved by the Natural Resources Coordinator. 3. Funding of all internal private streets and base utilities is expected to be the responsibility of the developer. Funding for collector streets and trunk utilities will be included as part of the development agreement and will be shared with the City of Apple Valley in accordance with a Feasibility Study. • No Trunk Utility reimbursement is anticipated due to project demands. • Additional funding for water treatment plant upgrades are needed. • The difference in comprehensive plan water demand from the addition of technology campus is approximately 1.0 MGD Maximum Day Demand (MDD). • Consideration should be given to utilizing other technologies that reduce the water demands from municipal supply. • Dakota County JPA may be required for installation of NCGT underpass at JCRR south of future roundabout or for trail construction along the south side of CSAH 42 from Johnny Cake Ridge Road to Pilot Knob Road. 4. Access Restriction Easement will be required along Pilot Knob Road, 155th Street W, Johnny Cake Ridge Road, CSAH 42 and English Avenue as part of the Development Agreement in accordance with access spacing guidelines set by City Engineer and Dakota County. 5. Future 155th Street requires a Right-of-way Width of 120’. 6. Future Johnny Cake Ridge Road Right-of-Way Width shall be 150’ from future 152nd to future Roundabout. Per AUAR traffic memo, additional traffic study is required to determine JCRR roadway needs and intersection control (including ROW) at future 152nd and JCRR along with 155th and JCRR. 7. Future Johnny Cake Ridge Road Right-of-Way Width shall be 150’ (and align with JCRR North of CSAH 42) 8. Per Dakota County - CSAH 42 will require 100’ half ROW on south side 9. Per Dakota County - CSAH 31 will require 100’ half ROW on west side 10. Preliminary Plat for: • Lots 1-4 should include required minimum 10’ drainage and utility easements along right of way per city code. • Outlot A should include 60’ ROW dedicated for public roadway (cul-de-sac) to provide access to future Lot at SE corner JCRR/CR 42 and for access to DEA substation property. (Site Plans indicate private roadway while right of way is partially platted – since multiple lots are being served by access this should be public) • Access shall be limited to a RIRO at spacing allowable per City Engineer. • Access easement may be required across PID 011825001010 • Site Plan indicates this is a private access roadway, but underlying documents reflect this is public ROW. • Sanitary Sewer and Watermain service will need to be extended to future commercial lot at SE corner of JCRR and CR 42.The area that includes the storm water ponds is shown as Outlot B and shall be dedicated to the City. All of Outlot B shall be designated as a permanent drainage and utility easement. • The area that includes the storm water ponds is shown as Outlot B and shall be dedicated to the City. All of Outlot B shall be designated as a permanent drainage and utility easement. • Johnny Cake Ridge Road Right of Way and 155th Street Right of Way should be dedicated on the preliminary and final plat. This requires including the following PID as part of the preliminary Plat: • Parcel ID 010350025010. • Parcel ID 010350075017. • Parcel ID 010350052015. • Misc. temporary easements need to be reviewed for vacation • Identify pipeline easement per doc no. 291002 Permits 11. 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. 12. Department of Labor and Industry (DOLI) shall review private utilities. 13. A right of way permit will be required for all work within public easements or right of way. 14. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 15. The City of Apple Valley will procure a sanitary sewer extension permit from the MPCA and an approval from the Minnesota Department of Health for public water main as part of public improvement project associated with public sanitary sewer and water main extension. 16. A copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans prior will need to be obtained prior to any construction activity. Erosion and Sedimentation Control 17. Provide detail for Temporary Sediment basin(s) if different from proposed final basin(s). • The sediment basins must be inspected and cleaned annually. 18. A wheel wash station is required while more than 30% (by site area) of the site are actively being disturbed. Site 19. Site Plan and Preliminary Plat do not match. Revise to match. 20. Provide details for proposed fencing around the perimeter of property. 21. City Standard Details and Construction Specifications are being updated for 2025 and will need to be incorporated into final construction plans, as applicable. 22. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 23. Access Road at JCRR/CSAH 42 to DEA substation(s) may be a public street. • Provide dimension for Cul de Sac bulb. • If public, use and make reference to City Detail Plate STR 14 (or 14A) in the detail sheets • If private, ROW vacation may be necessary. 24. As part of Final Phase of construction, 155th Street will be extended from western access of the Orchard Place commercial development to the roundabout. The full street corridor with landscaped medians, left turn lanes, and walkways will be constructed. • Minor roadway alignment adjustment from 155th Street to roundabout could be provided to avoid impacts to AVR maintenance facility. 25. As part of Final Phase of construction, Johnny Cake Ridge Road will be extended from CSAH 42 to Fairfield Drive. The full street corridor with landscaped medians, left turn lanes, and walkways will be constructed. • Review of past pending assessments for future traffic signals at 157th and JCRR and JCRR and CSAH 46 should be confirmed as part of feasibility report • The intersection of the northwestern east/west roadway (approximately 151st Street) and the potential access to the Technology Park may also be suited for a roundabout control, depending on the distance between the access and CSAH 42. A roundabout at this location may help serve as a gateway to the development area and slow travel speeds and will be included for analysis in feasibility study. • Johnny Cake Ridge Road is likely best suited for a three-lane facility between CSAH 46 and CSAH 42 and should be reviewed as part of Technology campus with completion of feasibility study. 26. Pavement section for public roadways shall match existing roadways and be shown on the plans. 27. Show the location of hydrants on the site plan. 28. Show existing easements on the site/grading and utility plans. Permanent structures are not allowed in drainage and utility easements or private storm water facilities. 29. Driveway Apron shall be per City of Apple Valley standard detail plate STR-5. 30. Show locations of proposed lighting fixtures for parking lots and site. 31. Site plan should show site line triangles at access entrances as well as on the landscape plan 32. Drainage and utility easements should be shown on Plans. 33. Unused Driveway aprons shall be removed and shown on the plans. Grading & Drainage Plan 34. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. A berm is required south of CR 42. 35. Additional berm is required north of 152nd street along CR 31 as screening for Building B. 36. A 6’-8’ berm is required along CSAH 42. 37. Final Grading Plans shall be reviewed and approved by City Engineer. 38. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 39. Label the EOF’s on the grading plan. 40. Provide elevations for top & bottom of all retaining walls. 41. Provide rim elevations for each of the catch basins on the grading plan. 42. The NWL, 100-year HWL and EOF should be indicated on plan sheets for storm water ponds. Storm Sewer 43. A storm sewer memo prepared by Bolton and Menk, Inc. is attached. Additional comments related to stormwater are below. 44. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 45. Add details STO-9A and STO-10A to the detail sheets (New 2025 Detail Plate) Sanitary Sewer and Water main 46. Final sanitary sewer and watermain design and construction plans shall be completed by the City of Apple Valley. 47. Domestic and Fire services to each building shall be per detail SER-6. • Add detail SER-6 to the detail sheets. 48. New 12” ductile iron pipe (DIP) water main will be extended through the Orchard Place commercial development up to 155th Street. This water main will connect to the existing 12” DIP water main stub at the south end of the property near 157th Street and English Avenue. This 12” water main is not part of the City’s water distribution system and is being constructed only to provide service to the Orchard Place commercial development. 49. All watermain shall be a min depth of 8.0’. 50. Identify Irrigation service location(s) if applicable per SER-4. 51. Provide additional drawing showing required hydrant coverage for site. 52. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. 53. Unused watermain stubs, water service stubs, and sanitary sewer stubs shall be removed back to the main and indicate on plans. Landscape and Natural Resources 12. Applicant should provide detail on snow storage locations and any planned locations to store deicing materials. 13. Pond side slopes should include 6 inches of topsoil. Exception would be for any proposed infiltration areas. 14. A stormwater maintenance agreement will be required for any onsite stormwater features, such as sumps, hydrodynamic separators, etc. 15. The City requires vegetated buffer zones of at least 16.5 feet in width to be established for stormwater ponds. Buffer signage and a minimum 3 year maintenance plan will be required as part of any private install agreement. More information is available under section 152.57. 16. Applicant shall work with Public Works Staff on appropriate placement of trees and maintenance access around stormwater ponds. 17. The City recommends contacting a native plant supplier or local specialist to help select appropriate seed mixes and in establishing a plan for establishing the seed mix through appropriate site preparation methods. The sandy soils in this location present issues in establishing native plants and have a high occurrence of invasive species, such as spotted knapweed. Spotted knapweed is difficult to control and mowing can cause the seed to spread further. Page 1 of 7 MEMORANDUM Date: January 31, 2025 Subject: Apple Valley Technology Park – Stormwater Management Plan Review Memo City Project No.: 2024-185 On behalf of the City of Apple Valley, Bolton & Menk, Inc. has conducted a stormwater management plan review for the proposed Apple Valley Technology Park development submittal package, dated December 18, 2024. The City of Apple Valley is the MS4 Permittee and administers the MS4 requirements to their public improvement projects. Therefore, the conducted review is based on applicable MS4, City, and State stormwater management requirements. This memo summarizes the review of the stormwater management plan documents submitted to the City of Apple Valley by Kimley Horn and Associates, Inc. including: - Civil & LA Drawings - Stormwater Management Report 1. Rate Control o The City of Apple Valley’s Surface Water Management Plan (SWMP) requires that post- construction peak runoff rates not exceed pre-project runoff rates for the 1-year, 2-year, 10- year, and 100-year critical storm event. Due to the existing site being a landlocked zero-discharge site, demonstrating that pre-project runoff rates will not be exceeded is considered infeasible. Therefore, following regional flow assumptions defined within the City’s 2007 Surface Water Management Plan, the allowable peak discharge rate for the 100-year storm event is 2.3 cfs (as noted in the submitted Stormwater Management Report memo). This maximum allowable discharge rate should continue to be met with subsequent submittals as the stormwater design is updated. Please provide a summary table within the narrative demonstrating proposed peak rates will not exceed the allowable 2.3 cfs discharge rate for the 1-year, 2-year, 10-year, and 100-year critical storm events. o The “Pond 19P” outlet configuration within HydroCAD model appears to have an error. 6” Vertical Orifice device with invert 931.50 does not appear to convey flows during the 2- and 10- year events, which both have HWL elevations exceeding 931.50. o Per the City’s 2007 SWMP, WVR-P53 is anticipated to receive regional outflows from the future upstream regional basin WVR-P52 (west of the proposed Johnny Cake Ridge Road) at an allowable 100-year peak flow rate of 2.4 cfs. Please account for upstream regional flows within the proposed HydroCAD model. January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 2 of 7 o The existing storm sewer pipe crossing 155th Street is a 30” RCP. The plan and model currently show it as a 24” pipe. Please revise the plans and model. 2. Volume Control Requirement and Vulnerable Infiltration o Per the MS4 permit requirements, infiltration is prohibited when the system would be constructed within an area outside of an ERA but within a DWSMA classified as high or very high vulnerability, unless the permittee performs or approves a higher level of engineering review sufficient to provide a functioning treatment system and to prevent adverse impacts to groundwater. Based on Figure 2-4 of the City’s SWMP, the project site resides within a High Vulnerability DWSMA. Therefore, infiltration is prohibited without further investigation. The 2024 AUAR indicates that “An additional groundwater/infiltration analysis will be required to be completed for future stormwater guidance as it relates to proposed infiltration practices within the DWSMA.” City staff will initiate this additional analysis. If the evaluation indicates adverse impacts are probable, please remove deep sand section through the vegetated buffer and replace with a minimum 6” of topsoil. Demonstrate how the site’s alternate design, without infiltration, will satisfy applicable water quality requirements with summary tables and water quality model results. If the evaluation indicates that infiltration is feasible without adverse impacts, the orifice controlling the stormwater basin outlet should be raised above the NWL to provide a defined infiltration volume. This should be updated on the drawings and in the stormwater model. 3. Water Quality o The City of Apple Valley’s SWMP requires developments over 0.2 acres shall have no net increase in annual TSS or TP loading compared to pre-development standards. o The Stormwater Management Report memo indicates that the wet ponds exceed the MPCA recommended permanent pool volume where phosphorus load reductions are a priority of 3,600 cubic feet per acre of drainage. o Due to the existing site being a zero-discharge site, achieving a no-net increase is considered infeasible. Therefore, to demonstrate that water quality is being achieved on site to the maximum extent practical, the City will require the site to demonstrate a minimum of 90% Total Suspended Solids (TSS) and 60% Total Phosphorus (TP) reductions compared to post- construction without-BMP site condition loading rates (equivalent to a Design Level 3 Pond Design per MPCA guidelines). Please provide applicable summary tables and water quality model results to demonstrate water quality goals are being met to the maximum extent practical. 4. Project within TMDL/Impaired Subwatershed o A Total Maximum Daily Load (TMDL) study was completed for the Vermillion River Watershed which identified an impairment for Total Phosphorus (TP) loads within the East Lake subwatershed, and as a result defined an Estimated Load Reduction goal of 36% for the City of Apple Valley. January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 3 of 7 o Due to the existing site being a zero-discharge site, achieving a 36% existing loading rate reduction goal is considered infeasible. Therefore, in order to demonstrate water quality is being achieved on site to the maximum extent practical, the City of Apple Valley will require the same water quality treatment described above. 5. Stormwater Management Report Calculations: o Follow the City’s naming convention for stormwater basins. Rename the east wet basin and east pretreatment basin to WVR-P53.1 and WVR-P53.2 respectively. Rename the west wet basin and west pretreatment basin to WVR-P53.3 and WVR-P53.4 respectively. Maintain consistent naming convention between civil plan set, drainage figures, and HydroCAD model. o Identify main outfall locations, general drainage patterns, and BMP labels/locations, within drainage figures for existing and proposed conditions. o Curve numbers in the HydroCAD model reflect soils in hydrologic soil group (HSG) A. The City of Apple Valley’s SWMP calls for HSG B soils according to Table 4-3. Please update curve numbers accordingly or provide documentation justifying hydrologic soil group. o Stormwater Basin Elevations  Starting Water Surface Elevations of basins 18P and 19P defined in the HydroCAD model do not match NWLs defined within the civil plan set.  There are discrepancies in the critical basin elevations between the grading sheets, the drainage sheets, and the HydroCAD model. Confirm all elevations match on the plan sheets and stormwater model.  The original design NWL of the east pretreatment basin was 932.0, and the existing 27” and 54” flared end sections are installed for a NWL of 932.0. Unless the existing flared end sections are to be modified, the NWL of the east pretreatment basin should be updated to 932.0 to reduce erosion potential. o Confirm the HydroCAD model outlet configuration of Pond 18P matches the plans. The HydroCAD model indicates 2-5” vertical orifices that convey flows from a 48” horizontal orifice/grate, while civil plans indicate dual 18” pipes. o The HydroCAD output report indicates multiple locations where resultant velocities exceed 6 feet per second (fps) at basin inlets. Please evaluate the following basin inlet pipes and adjust design to ensure maximum velocities are not exceeded:  Proposed 24” Round Culvert Outlet of Pond 20P (east pretreatment basin)  Proposed 24” Round Culvert Outlet of Pond 17P (west pretreatment basin)  Proposed 5” Vertical Orifice Outlet of Pond 18P (west wet basin) o The HydroCAD output report indicates the HWL of the east pretreatment basin is lower than the HWL of the downstream east wet basin. Please revise the proposed HydroCAD model to account for anticipated backwater effects. o The HWL of downstream regional basin WVR-P54.2 is 937.5, which is higher than the HWLs of the P53 basins. Please revise the proposed HydroCAD model to define a downstream boundary condition to account for anticipated backwater effects created by the downstream regional basin’s HWL. The original planned HWL of WVR-P53 was 937.75. January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 4 of 7 o Provide the stage vs. time graph and table from the HydroCAD model so basin draw-down times can be reviewed. 6. Pond Grading Details o Basin Typical Sections provided within civil plans will need to be revised to reflect updated design and configuration. o Please confirm all elevations within the Basin Typical Sections. Invert elevations of pipes between the pretreatment and primary basins indicate lower elevations than the defined wet basin NWLs, however, are shown to be perched above the basin’s NWL. Additionally, equalizer pipes between wet basins SWa and SWb appear to match the basin’s NWLs, however are shown to be above. Please revise accordingly. For example, on sections A-A and D-D, the downstream pipe end between the pretreatment and wet basin has an invert of 930.75, but the basin NWL is 931.5, and basin slope elevation of the pipe end would be 933.5. o Main outlet structure  Clarify the intention of the 2’ sump shown on the lower structure of the Pond Grading Details.  The rate control device should be on lower structure. The higher structure would only be used as a redundant overflow structure if the lower structure has an obstruction. o Please define berm overtopping crest elevations between pretreatment and main basins. 7. Pretreatment for BMPs o Per the MPCA Design Criteria for Stormwater Ponds, it is recommended that the forebays be sized to contain 10% of the water quality volume in a pool that is four to six feet deep. As noted in the submitted Stormwater Management Report memo, this recommendation is met. It is also recommended that the forebays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. The City of Apple Valley would also like to see this recommendation met. o Per the MPCA Design Criteria for Stormwater Ponds, it is recommended that a fixed vertical sediment depth marker be installed in the forebays. City staff are evaluating this recommendation for these pretreatment basins. 8. Building & Relevant Elevations o City freeboard requirements are as follows: o Lowest floor (including basement) shall be:  1’ above 100-year water surface elevation  3’ above seasonal high local groundwater elevation o Lowest opening shall be:  3’ above 100-year water surface elevation  1’ above the stormwater facility emergency overflow elevations January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 5 of 7 o Based on the provided plans, freeboard requirements of lowest floor and opening relative to 100-year water surface elevations appear to be met, however additional information is needed:  Confirm if any of the proposed buildings will have basements and provide basement elevations if applicable  Provide geotechnical information to confirm freeboard requirements to the seasonal high local groundwater elevation are satisfied o In addition, it is anticipated that resultant HWLs will change due to requested design updated. Please confirm freeboard requirements will continue to be met based on revised design. o Add vertical and horizontal datum names to title page for reference. 9. City Standards for Storm Sewer Design o Per current City Design Standards, design frequency for storm sewers should be designed to the 10-year critical storm event for new systems. Please provide Rational Method Analysis that demonstrates proposed storm sewer has been sized appropriately. o Provided HydroCAD report indicates a Manning’s n coefficient value of 0.012 was used. Please adjust Manning’s n coefficient values to 0.013 for pipe and 0.24 for open channel conveyance systems. o The provide plans indicate multiple structures having depths less than 3-feet. The following table provides examples of certain structures not meeting minimum depth criteria (but does not include all). Please conduct a comprehensive review of the storm sewer network and update structure depths to maintain a 3-foot minimum depth. Structure ID Rim Elev Invert Elev Structure Depth CBMH 812 Uknown 861.6 - CB 810 874.78 872 2.78 CBMH 419 942.13 939.44 2.69 CBMH 437 942.41 939.82 2.59 CBMH 435 942.92 940 2.92 CBMH 433 943.4 941 2.4 o The City of Apple Valley requires sump structures with SAFL Baffle to be installed immediately upstream of all basin inlets. Convert existing manhole structures to a sump structure or add dedicated sump structures behind curbline if the current last structure is a catch basin or a structure with multiple inlet pipes. o Additional measures to prevent transportation of fuel and oil to the stormwater basins will be required in the vicinity of generators where spills could occur. Possible measures could include the installation of hydrodynamic separator structures downstream of potential spill areas. o The City of Apple Valley is considering adjusting the storm sewer alignment between CBMH 807 to CBMH 820 to run underneath the future Johnny Cake Ridge Road east curbline. This system would be combined with the future Johnny Cake Ridge Road storm sewer to limit parallel pipes and outfalls into basin. This will be determined based on resultant pipe and structure sizes and depths. January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 6 of 7 o Tie the northern storm sewer system (between CBMH 800 and CBMH 807) directly into the existing CSAH 42 storm sewer by removing existing flared end structures and taking drainage underground. The storm sewer alignment will need to be adjusted to be contained within right- of-way or dedicated drainage and utility easement. o General notes indicate 4” minimum topsoil thickness. City requires 6” minimum thickness per current standards. Please revise the typical section and/or general notes to reflect proper thickness within City ROW and City property around the stormwater basins. o Confirm sanitary sewer between SSWR-24 and SSWR-26 is outside the HWL of the updated basins. o Confirm that the trail around the basins is above the HWL of the updated basins. o Display the required 16.5’ protective buffer zone from the NWL of the basins. 10. Maintenance Access: o Adequate inspection and maintenance access is required for basins and pre-treatment basins. Display the anticipated maintenance routes to access all structures around the basins and access to the pretreatment basins for routine sediment removal. Per the MPCA Design Criteria for Stormwater Ponds, it is recommended that maintenance access be 10’ wide and have a maximum running slope of 15%. 11. Emergency Overflow and Spillways o Identify and label Emergency Overflow and Spillway locations and elevations for the site’s catch basins and stormwater basins. 12. Snow Storage Plan o Please provide a snow storage plan to ensure BMPs will not be affected. 13. Stormwater Pollution Prevention Plan o Please provide maps/figures that identify the project boundary, 1-mile project boundary radius, receiving water bodies, impaired waterbodies, steep slopes, adjacent wetlands, and underlying soils. o The SWPPP of the final construction plans should include all the provisions listed in the MPCA SWPPP Checklist 14. Geotechnical Information o Geotechnical information and soil boring logs should be provided to demonstrate stormwater analysis assumptions correlate with actual site characteristics as noted above. 15. Property Lines and Easements o Proposed property line boundaries depicted on sheets C020 and C021 do not match. Please review plans to ensure existing and proposed property lines and easement lines are consistent. o Show the proposed property line of Outlot B to verify that the entire stormwater basin footprint and HWL are within the property. January 15, 2025 2024-185 - Apple Valley Technology Park – Stormwater Management Plan Review Memo Page 7 of 7 16. As-Builts and Record Plans o Record plans of the installed improvements in PDF format, and as-builts for constructed basins in CAD and GIS format will be required to be submitted to the City Engineer. 17. Stormwater Basin Contribution Summary Table: Owner Total Area (ac) Total 100-Year Runoff Flow (cfs) Percent of Total Area Percent of Total Flow Development 137.89 618.17 80.7% 74.1% City 16.32 136.85 9.5% 16.4% County 16.73 79.34 9.8% 9.5% Total 170.94 834.36 100.0% 100.0% City of MEMO Building Inspections TO: Alex Sharp (AICP) City Planner FROM: George Dorn, Building Official DATE: January 2, 2025 SUBJECT: Apple Valley Technology Park east of the future Johnny Cake Ridge Road, north of 155th St. W South of CSAH 42 and East of Pilot Knob Road.  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.  Per MSAC 1104.4.1 at least one accessible route shall connect each accessible story, mezzanine, in multilevel buildings.  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 if it is to be elevated.  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. 1 Breanna Vincent From:Monique Strong <> Sent:Friday, January 24, 2025 2:32 PM To:Community Development Cc:Darcy Strong Subject:Proposed data center [You don't oŌen get email from . Learn why this is important at hƩps://aka.ms/LearnAboutSenderIdenƟficaƟon ] CAUTION: This email originated from outside of the organizaƟon. Do not click links or open aƩachments unless you recognize the sender and know the content is safe. I’m wriƟng with concern for the land use applicaƟon received for a technology park/data center. I see many potenƟal demands: water use, electricity use, and potenƟal noise generated by the proposal, but I’m not seeing the benefit. As an Apple Valley resident for 15 years, I’m not interested in seeing this built 2.5 miles away from me unless I see clear benefits, of which at this point there are none. Thanks for your consideraƟon, Monique Strong 12640 Eveleth Path 1 Breanna Vincent From:ROBERT J LINDA CRAWFORD <> Sent:Wednesday, January 29, 2025 8:41 PM To:Community Development Subject:Proposed Data Center [You don't oŌen get email from Learn why this is important at hƩps://aka.ms/LearnAboutSenderIdenƟficaƟon ] CAUTION: This email originated from outside of the organizaƟon. Do not click links or open aƩachments unless you recognize the sender and know the content is safe. I believe the proposed data center/technology park should not be built, it will use a tremendous amount of electricity and water, boƩom line I do not feel it is the right fit for Apple Valley. Thank you, RJ Crawford 12024 Gantry Lane Apple Valley, Mn 55124 From:Community Development To:Tim Benetti Cc:Alex Sharpe Subject:FW: AUAR & Possible Data Center Date:Friday, January 17, 2025 8:07:50 AM -----Original Message----- From: Susan Wehrenberg <> Sent: Thursday, January 16, 2025 6:52 PM To: Community Development <commdev@applevalleymn.gov> Subject: AUAR & Possible Data Center [You don't often get email from . Learn why this is important at https://aka.ms/LearnAboutSenderIdentification ] 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. Hello Tim, I heard you mention last night that the “other” Rockport issue will be discussed at a future Planning Commission meeting or meetings. Can you please share when you will have items related to a data center on the agenda? I’m new to this and only know what I’ve read in the papers. From this point, what are the steps for a data center to get approved for that space? For the record, I am not opposed to data centers. We need them. But I am very hopeful that any new ones built will use renewable energy, as the President’s recent executive order requires for data centers on federal land. I also believe data centers should use best water conservation practices since we know our aquifer is slowly being exhausted. My overarching goal is to leave the planet in somewhat decent shape for my grandkids. Thanks in advance for any info you can share. Sue Wehrenberg 13550 Hershey Ct 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). 2 Farmington residents' concerns. A residents' home is supposed to be a place of refuge, of peace and often a person's greatest asset. Don't devalue the home of a tax paying, voting resident of Apple Valley!! Please LISTEN to your residents and advocate for our best interests. Jill Dunbar Apple Valley Resident Name Jill Dunbar Phone Number Email not displaying correctly? View it in your browser. 2 This will impact residential areas, as well as migratory bird and pollinator populations. The National Audubon Society, U.S. Fish and Wildlife Service (USFWS) and other agencies have done extensive studies on the negative impacts caused by light pollution relating to migratory birds. The Mississippi Flyway, of which the City of Apple Valley is within, is used by 325 bird species and roughly 40 percent of shorebirds and waterfowl in North America. Permitting the technology park to be developed in this location would cause extensive light pollution and threaten these species. In addition, the USFWS announced a proposed rule to list the monarch butterfly as threatened under the Endangered species Act, accompanied by a 4(d) rule and critical habitat designation. The Monarch Joint Venture cites recent publication indicating substantial probability for “quasi- extinction” of the Eastern monarch butterfly migratory population within 20 years if ambitious habitat restoration and conservation goals are not achieved. Several studies have been published which show that nighttime light pollution can disturb diurnal migratory monarch butterflies, disrupt the circadian clock of monarchs and induce abnormal activity. • Oppidan Investment Company, and the subsidiary Colorado-based Tract, which are the entities proposing the technology park, have several pending litigations relating to the construction of data centers in the United States. One such litigation is against the City of Farmington, and claims that “Tract has a proven history of preying on unsuspecting small municipalities in states that have no regulation on the data center building industry.” Key 1 within the 2040 Comprehensive Plan Update’s Vision for Apple Valley states, “Governance in Apple Valley encourages and facilitates public involvement.” The City of Apple Valley should learn from the disregard that the City of Farmington paid to public comments submitted relating to the technology park that now has pending litigation, and should reconsider if the technology park aligns with the Vision for Apple Valley. • Section 13. Water Use, page 28 shows that expected water use is to be 2,555,548 gallons per day. However, studies have shown that 1 megawatt data centers can use up to 7 million gallons a day for cooling. What modeling was done to come up with the 2,555,548 gallons per day included in the AUAR? What mega watt size is the proposed data center going to be? The proposed development should not be approved until the applicant has done their due diligence to provide accurate water usage estimations. I appreciate your consideration of these matters. I will also be sharing my comments with Mayor Clint Hooppaw. Thank you, To help p otect you p vacy M c osoft Offce p evented automatc download of th s pictu e f om the Inte net Kelly Perrine Apple Valley Resident AT THE CAPITOL Bill would restrict new data centers Industrial zoning would be required By Mars King mking@pioneerpress.com Minnesota Sen. Bill Lieske introduced a bill Wednesday that, if passed, could limit where new data centers can be built. The bill would require data centers spanning more than 800,000 square feet to be constructed under a conditional use permit in an industrial district, a contrast to current zoning laws that allow for the centers to be built in mixed-use commercial industrial areas. “By no means is this an anti-data center bill. It’s meant to be a guideline for where they can be placed,” said Lieske, a Republican representing parts of Dakota County including Farmington. Lieske, chief author of the bill, said it is a bipartisan effort with co-authors including DFL Sens. Erin K. Maye Quade and Judy Seeberger. The bill defines “industrial district” as an area of land that allows manufacturing facilities. By restricting data centers to such properties, Lieske said, “people will not have to live within 250 feet of a data center.” Lieske has already received praise from some Farmington residents who are suing the city over a cluster of data centers to be built near their neighborhoods. The project, called the Farmington Technology Park, could result in up to 12 data center buildings totaling over 2.5 million square feet. Tract, the developer for the project, said at full buildout the project could approach $5 billion. Eight miles north in Rosemount, Meta, the parent company of Facebook, is constructing an $800 million data center spanning some 700,000 square feet, just under the threshold described in the bill. Data centers over 800,000 square feet are considered “hyper-scale,” Lieske said, as they use significant amounts of water and electricity. In terms of pushback on the bill, “Some representatives are concerned with removing the rights of local government bodies,” Lieske said Wednesday. “We need data centers, it’s necessary, let’s just do it wisely,” he said. If passed, the bill notes an effective date of June 20 and “applies to enterprise data centers constructed on or after that date.” Rep. Drew Roach, a newly-elected Republican representing Farmington, will carry the companion bill in the House, Lieske said. 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 :February 5, 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: A lex Sharpe, A I C P, City Planner 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 a C omprehensive Plan Amendment removing Figure 4.2 from the 2040 C omprehensive Plan and removing all related text. Additionally, 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 C omprehensive Plan Amendment to the Mixed Business Campus (MBC ). T he adopted 2040 C omprehensive Plan guides the C ity's development patterns and land uses. It is a long-range plan that emphasizes the character of Apple Valley and the C ity's vision for development. It also has larger implications on how the city designs essential infrastructure. Specifically, this affects 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." Figure 4.2 was created by Rockport, LLC as a plan with a proposed developer. T he plan broke down the uses within the MBC with specific percentages as seen 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.” 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 in contained within the background section of this report. B AC K G RO UND: Comprehensiv e Guiding T he predominant guiding for the area is "MBC " Mixed Business C ampus, as shown on the official guide map attached to this report. On the west side of the site, are select areas that also include "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 has been working on a Mixed Use Business C ampus (MUBC ) ordinance. T his ordinance must be consistent with the adopted Comprehensive Plan. T he ordinance is nearly complete and is consistent with current guidance. T he applicant and staff have met to discuss the proposed ordinance and the applicant's proposed amendments. T heir proposal largely stems from a market study they commissioned after 2020, which highlighted the change to the office market in particular. 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, an adapted ordinance will be brought forward. Applicant's Requested Amendments As noted, the applicant has three primary requests. Each of these will be outlined with additional context and the effects these changes would have on the Comprehensive Plan. 1. “Revise the guidance stating that commercial retail uses are 'preferred to be located along County 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 his draft currently states that supportive uses not adjacent to C ounty Road 42 would be a conditional use. T he applicant's narrative states they are not in support of this proposal. T his application is for a C omprehensive Plan amendment. T he ordinance will be reviewed at a future date. 2. “Remove references from the C omprehensive Guide 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.” T his request essentially seeks to remove Figure 4.2 for all MBC land west of J ohnny Cake. T he effect of this change would be that all land use types within the MBC would be permitted in this area in any location. T his action essentially results in reverting to the adopted 2040 C omprehensive Plan map for the MBC . 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 this wide range of uses is planning for infrastructure needs. T he large landmass of this area has significant implications if the site were to be 100% retail vs. 100% office vs 100% light industrial. While development is unlikely to be 100% of any single use, the C ity Engineer must model for the most intensive uses, such as industrial, to ensure C ity infrastructure can meet the demands. T he C ity Engineer memo attached to this report has been updated since the time of the public hearing and provides a more detailed response. 3. “Add the land use 'Industrial,' to A rea 'C ' in the C onceptual Land Use Diagram Figure 4.2 on Rockport’s property east of future J ohnny C ake 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 but would be significantly 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 . Removal of Figure 4.2 for half of the MBC and utilizing Figure 4.2 for the other half is challenging. 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. Staff is also comfortable with this removal as this reverts to the official Comprehensive Guide map already adopted. T he C ity has designed utilities to meet the current land use allocations from the Comprehensive Plan and is ensuring that there is remaining capacity for the development west of future J onny Cake Ridge Road. However, if the property owner were to propose a land use that has a significantly higher demand for water or sewer capacity than the current allocations, the user may not be able to develop. T he C ity's capacity to provide water and sewer is limited to the infrastructure that is built, and the City bases the capacity of this infrastructure on the projected demand. 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 Correspondence 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- 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 City of MEMO Building Inspections TO: Alex Sharp (AICP) City Planner FROM: George Dorn, Building Official DATE: January 2, 2025 SUBJECT: Apple Valley Technology Park east of the future Johnny Cake Ridge Road, north of 155th St. W South of CSAH 42 and East of Pilot Knob Road. • 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. • Per MSAC 1104.4.1 at least one accessible route shall connect each accessible story, mezzanine, in multilevel buildings. • 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 if it is to be elevated. • 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: 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 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 :February 5, 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, February 19, 2025- 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, J anuary 22, 2025. Wednesday, March 5, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, February 5, 2025. Next City Council Meetings: T hursday, February 13, 2025 - 7:00 p.m. T hursday, February 27, 2025 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A