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9.a. Request by Seefried Industrial Properties, Inc. for approval of a Preliminary and Final Plat, Rezoning, Planned Unit Development Master Development Plan, and a Conditional Use Permit to construct a warehouse
EXECUTIVE SUMMARY City Council Regular Meeting: August 17, 2021 AGENDA ITEM: Request by Seefried Industrial Properties, Inc. for approval of a Preliminary and Final Plat, Rezoning, Planned Unit Development Master Development Plan, and a Conditional Use Permit to construct a warehouse and distribution center with outdoor storage AGENDA SECTION: New Business PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 9.a. ATTACHMENTS: Resolutions; Ordinance; PUD Agreement; Excerpt from the July 27, 2021 Planning Commission Meeting Minutes; Site Location; Site Aerial; Plat; Rezoning Exhibit; Site Plan; Utility Plan; Landscape Plan; Architectural Plans; Traffic Study; Engineer’s Memo dated July 20, 2021; Fire Marshall’s Memo dated July 21, 2021; APPROVED BY: LJM RECOMMENDED ACTION: The Council must take 4 actions to approve the requests: 1. Motion to adopt a resolution approving a Minor Subdivision containing the Preliminary and Final Plats for JJT Business Park 2nd Addition, subject to conditions. 2. Motion to adopt an ordinance amending the Rosemount zoning map to rezone the site from BP-Business Park to LI-Light Industrial. 3. Motion to approve the Planned Unit Development Final Site and Building Plan with rezoning of the site from LI-Light Industrial to LI PUD-Light Industrial Planned Unit Development. 4. Motion to adopt a resolution approving a Conditional Use Permit for Outdoor Storage in the LI-Light Industrial zoning district. SUMMARY The City Council is being asked to consider several requests by Seefried Industrial Properties, Inc., the approval of which will allow for the construction of a warehouse and distribution facility in the Rosemount Business Park. The facility will be comprised of a 417,600 square feet office/warehouse/distribution building, a 210,400 square feet outdoor storage area, several areas of parking for both semi-trucks and personal vehicles of employees and customers, and two rail spurs that will extend from the railroad immediately west of the site. The development will spur the construction of a southward extension of Boulder Avenue to create an additional access into the Rosemount Business Park. 2 The proposed Planned Unit Development will include deviations from the City Code related to the height of lighting fixtures, the materials used for the screening wall surrounding the storage area as well as the materials used on an accessory structure, a reduction in the number of trees required, and to allow the construction of an 8’ tall security fence with three strands of barbed wire. Architecturally, the principal structure on the site meets the requirements for the LI-Light Industrial zoning district and no other deviations from the development standards of the LI-Light Industrial zoning district are being requested. The Planning Commission and staff are recommending approval of the requests, subject to conditions. Applicant: Seefried Industrial Properties, Inc. Property Owners: JJT Financial LP and Pahl Family Limited Partnership Location: 15401 Boulder Avenue Site Area in Acres: 71.5 Acres Comp Plan Des.: BP-Business Park Current Zoning: BP-Business Park Proposed Zoning: LI-Light Industrial PLANNING COMMISSION ACTION The Planning Commission held a public hearing during its meeting on July 27, 2021, to review and receive comment on the requests. The Commission had questions about other uses permitted in the LI zoning district the site would be rezoned to. Staff described that most of the permitted uses in the LI- Light Industrial zoning district are similar to those in the BP-Business Park district and that that the exterior building materials and massing standards are the same in both districts. The Commission also asked about the routes the trucks will take to and from the site and expressed concerns about truck traffic accessing Highway 3 and County Road 42 at uncontrolled intersections. Staff discussed the County’s plans to signalize the intersection of Biscayne and 42 as needs warrant and potential plans for improvements on Highway 3. The applicant discussed the current state of transportation logistics and the use of technology to aid in truck routing to avoid conflicts. The applicant has provided a traffic study that finds the proposed use will not significantly impact traffic. The Commission also had questions about the rail spurs included in the plan for the site and if there are special approvals for that component. Rail extensions are reviewed as part of grading permit applications. There were also concerns about impacts on traffic the spurs would have. Commissioner Rivera, who is employed by Progressive Rail, talked about the regulations that govern how long a train can be stopped across a right of way and also that the amount of delays on County Road 42 would likely not change with the addition of the new spurs to serve the site. Lastly, the Commission asked if the truck parking stalls would be used as permanent storage as seen at other sites in the City. The applicant indicated that trucks would not be sitting at the site for long periods of time and the only areas where storage will occur is within the building or in the outside storage area. The Planning Commission also discussed the shortfall in the number of trees and foundation plantings shown on the landscaping plan. The applicant was directed to add as many trees that would fit given the amount of space available, with a focus on the south side of the southern stormwater retention pond. The Commission felt that the zoning ordinance requirement for foundation planting could be met, and that those should be focused on the eastern side of the outside storage area along Boulder Avenue. The Commission received comment from one resident who inquired about delays at the railroad crossing and also about the type of materials being stored at the site. The materials that will be stored at the site are building materials and related supplies. 3 The Commission voted unanimously to recommend approval of the requests with Commissioner Rivera abstaining due to the fact she is employed by Progressive Rail. BACKGROUND The site of the proposed office/warehouse/distribution center is comprised of two parcels on the west side of Boulder Avenue in the Rosemount Business Park. The business park was developed to meet the needs of low impact light industry, general office development, and supporting commercial services. At the time is was developed, the business park was divided into two overlay zones to allow for a smoother transition between the residential uses to the north to the general industrial uses to the south. The site was originally part of the overlay zone that provided for planned industrial, accessory commercial, and office uses. The overlay zone encompassed those areas adjacent to the anticipated industrial areas to the south as well as those areas adjacent to railroad rights of way and major or minor arterial roads. Screened outdoor storage was allowed in that overlay zone. Since that time, the business park overlays were replaced by a single BP zoning district and the LI-Light Industrial zoning district was created. The site, as well as the rest of the Rosemount Business Park is designated in the City’s comprehensive land use plan as BP-Business Park. Light Industrial is an allowed zoning district within that designation to a limited extent. The applicant is requesting preliminary and final plats to combine the lots into a single parcel while also providing land for the extension of Boulder Avenue south to the intersection of Highway 3 and Canada Circle. Because the applicant is proposing outdoor storage as a component of the project, a rezoning of the site to LI-Light Industrial is required due to the fact outdoor storage is a conditional use in the LI zoning district while it is not permitted in the BP zoning district. ISSUE ANALYSIS Plat The site is comprised of two parcels on the west side of Boulder Avenue. The northern parcel originally extended to Boulder Court, but it was split off in 2020 with the Rosemount Car Club Plat. The southern parcel that makes up the remainder of the site extends south to the intersection of Canada Circle and Highway 3. The applicant is requesting approval of preliminary and final plats that would combine the two subject parcels into a single lot. The plat dedicates drainage and utility easements over stormwater ponding areas and includes land for an extension of Boulder Avenue to Canada Circle. The proposed plat meets all the dimensional standards of the LI-Light Industrial zoning district. Rezoning The City Council approved a change to the land use designation of the southern half of the site from CC- Community Commercial to BP-Business Park on June 1, 2021. Subsequently the Met Council approved the Comprehensive Plan amendment. The site is now entirely designated as BP in the City’s comprehensive land use plan. The applicant is requesting the site be rezoned from BP-Business Park to LI-Light Industrial to allow for outdoor storage on the site, subject to the conditions of the zoning ordinance. The use of the LI zoning district is consistent with the comprehensive plan in which the Business Park land use designation allows for some limited zoning of land within that designation as LI- Light Industrial. The Zoning Ordinance designates the narrowest side of corner lots as the front yard. Therefore, for the calculation of lot width, the southern parcel boundary shall be considered the front yard while the land along the lot lines adjacent to Boulder Avenue and the railroad shall be considered the side yards. At 66.45 acres, the proposed buildable lot created by the plat meets the dimensional requirements for lot area and lot width. Site Layout 4 The principal structure on the site will be an office/warehouse/distribution center 417,600 square feet in area. The building will be oriented in a north-south manner with an outdoor storage area positioned between the building and Boulder Avenue. The storage area will be screened by an 8’ berm, atop which a 12’ solid wood wall will be erected to provide 20’ of 100% screening. Truck parking and loading docks will be located along the north, west, and a portion of the south, or front, side of the building. Also located in the front portion of the building will be employee parking, a security gate house, and a structure within which trailers will be tarped to protect the materials being hauled from the site. The far northern and southern portions of the site are where onsite stormwater management infrastructure and ponding will be located. The entire site will be enclosed by the screening wall and chain link fencing. The applicant is requesting to use 8’ chain link fence with three strands of barbed wire around the western half of the site. This type of fencing is only permitted in the GI district, but staff is supportive of its use in the development due to the nature of the use and the fact it will not be near any public rights of way. All other chain link fencing is 6’ in height and coated in black vinyl. A unique feature of the project is the extension of two rail spurs into the site. One spur will extend along the east side of the building within the outdoor storage area while the other spur will enter the northwest corner of the building and extend south to allow for loading and unloading to occur within the building. The table below shows the minimum setbacks of the site relative to the required setbacks within the Code. Setback Structure Parking Required Proposed Required Proposed Front 30 feet 809 feet 20 feet 583 feet Side 10 feet 30 feet 10 feet 90 feet Rear 10 feet 400 feet 10 feet 625 feet Exterior Materials and Massing The principal building will be constructed of concrete tilt-up panels and feature three shades of gray in horizontal bands of varying widths. The roofline is broken up with slight articulation along the north and south elevation and the walls contain clerestory windows spaced at approximately 43’ intervals. The office area is located in the southeast corner, and it features much more extensive glazing and the colored concrete is designed to highlight this portion of the building. A covered area is shown extending from the main entrance and west. The building height is forty feet, the maximum for the LI zoning district. As part of the Planned Unit Development, the applicant is requesting that the tarping station be constructed using prefinished metal panels rather than concrete panels. Staff is supportive of this due to the fact the structure will be placed nearly 700’ from Boulder Avenue, and it is comparatively small compared to the overall site. The security gate house meets the material requirements for the zoning district and will be constructed of pre-cast concrete panels with a standing-seam, metal hipped roof. Landscaping The landscaping plan provided by the applicant shows extensive plantings on all four sides of the site as well as within the parking lot as required by the City Code. One tree per 3,000 feet of land area is required. This includes trees at the boulevard spaced at fifty-foot intervals. Based on a site area of 2,461,152 sf, a total of 820 trees are required. The plan contains 587 trees, 75% of which are deciduous as required by the Code. This is an increase from the amount shown on the plan reviewed by the Planning Commission, but still a shortfall from the amount required by the zoning ordinance. The shortfall of trees is due to the substantial amount of onsite stormwater infrastructure and the overall area of the improvements on the site. The landscaping plan has been updated to provide additional trees within the southern portion of the site between the stormwater pond and the extension of Boulder Avenue to make 5 up for some of the shortfall. The remaining shortfall is included in the planned unit development agreement as a deviation from the requirements of the zoning ordinance. The City Code also requires one foundation planting per ten linear feet of building perimeter. In this case, that equals 272 foundation plantings. The Code also requires that the outdoor storage area be included in the calculation of the perimeter area. At 300’ by 1300’ minus the 900’ of building perimeter inside the storage area, a total of 502 foundation plantings is required. The plan has been updated to include 528 foundation plantings focused on the areas nearest to the entrance of the site and around the parking lot in that area, and also along the screening wall along the eastern side of the outdoor storage area as directed by the Planning Commission. Finally, the Code requires a minimum of 5% of the parking area to be landscaped with islands and peninsulas. Based on a parking area of 31,733 sf a total of 1,586 sf of landscaped area shall be provided. The plan indicates 10,394 sf of landscaped area in and around the parking lot at the southeast corner of the site. Additionally, one tree per 250 sf of required landscape area should be planted. The plan shows 22 trees in the parking lot landscaping. The landscape plan meets the screening requirements of the code for parking and loading areas. No significant trees were identified in areas contained within the demolition plan, and therefore no replacement trees are required as part of the landscaping plan. Access and Parking Truck and car access into the site will be from a southern extension of Boulder Avenue. Employee and visitor vehicles enter via a driveway closest to the building. The parking ratio required by the City Code is 1 stall/2,000 sf of building area for a total of 209 spaces. The plans provided by the applicant show 209 parking stalls, seven of which are ADA stalls. As described above, the parking area features landscaping that exceeds the requirements of the City Code. Trucks access the site from a driveway just south of the drive used by employees and visitors. From there, trucks entering the site proceed past a gate house and circulate around the building. Truck parking is shown in the southeast, west, and north sides of the building. Additional access comes via a rail extension that will split into two spurs. One spur will lead to the outdoor storage area while the other will enter the building via a large garage door to allow for unloading of product within the building. No special city approvals are required for the extension of the rail spur, although it is reviewed as part of the grading permit. Site Lighting The applicant has provided a site lighting plan and accompanying photometric plan showing that the site lighting will not exceed 0.5 lumens at any residential property line or 1.0 lumen at any non-residential property lines. The site lighting is comprised of a mix of 30’ high pole and wall lights except within the outdoor storage area. In that part of the site, lighting is provided by 40’ pole lights and wall lights mounted at 35’. The maximum height for lighting in the LI-Light Industrial zoning district is 30’. Therefore, the applicant is requesting a deviation from the code as part of the Planned Unit Development to allow for the taller lighting. Staff is supportive of the request due to the fact the site still be within the maximum level of lighting at adjacent site boundaries and that significant screening is provided around the outdoor storage area. Signs Signs are generally approved administratively, but the applicant did provide plans for the proposed signage on the site that meet the requirements of the City Code. The location of the signs as shown on the site 6 plan appear to be at the property line while the Code requires signs to be placed 10’ back from the property line. A sign permit application must be submitted and reviewed for compliance with the Code, and any issues will be addressed during that process. Utilities Municipal sewer and water exist within Boulder Avenue. Water service will be brought into the site from the existing main, while sewer service will be accessed when utilities are constructed with the extension of Boulder Avenue. Stormwater will be handled on site with stormwater basins at the north and south ends of the site. Because the southern stormwater pond will capture runoff from both the site and Boulder Avenue it will be a public facility. Conditional Use Permit A conditional use permit is required for this project to contain outdoor storage on the site. There are several conditions included in the City Code related to such a use in the LI-Light Industrial zoning district. In order for the conditional use permit to be approved, those conditions must be met in addition to the general standards for a conditional use permit found in Section 11-10-7 of the City Code, listed below. The following general conditions must be met in order to approve a Conditional Use Permit. 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: The public health, safety, or general welfare of the neighborhood or city will not be endangered by the proposed outdoor storage. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The site is guided for Business Park uses and the requested zoning of LI-Light Industrial is listed as an appropriate zoning classification for this site in the Comprehensive Plan. Office/warehouse and distribution centers are identified as appropriate uses. 3. Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. Finding: The principle structure is consistent in design and appearance with other structures in the Rosemount Business Park. The proposed outdoor storage will be landscaped and screened to minimize its impact on the existing character. 4. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. Finding: The site will be served by both existing and new public facilities. The extension of Boulder Avenue will include utilities that will serve the subject parcel and other sites in the vicinity. The extension of Boulder Avenue to Highway 3 has been planned for since the Rosemount Business Park was originally developed. 5. Will not involve uses, activities, processes, material equipment and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. Finding: The proposed use is not anticipated to involve hazardous or detrimental activities, processes, material equipment, or conditions of operation. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or 7 interfere with traffic on surrounding public streets. Finding: The applicant has provided a traffic study that finds the proposed use will not significantly impact traffic. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The site of the proposed use does not contain any natural scenic or historic features. 8. These standards apply in addition to specific conditions as may be applied throughout this code. Outdoor storage in the LI-Light Industrial zoning district is allowed, subject to the following conditions: 1. Outdoor display/storage or sales related to motor and recreational vehicle, trailer, boat, or agricultural machinery sales or rental is prohibited. Finding: The outdoor storage area will not be related to motor and recreational vehicle, trailer, boat, or agricultural machinery sales or rental. 2. The site and building(s) shall be designed to limit the effects of outdoor storage on adjacent properties and public rights-of-way. Finding: The storage area is positioned behind the principal structure when viewed from Highway 3. To additionally limit the impact, the storage area is located at the front yard setback line to allow for additional landscaping along the frontage facing Boulder Avenue. 3. The outdoor storage area is limited to an area equal to fifty percent (50%) of the gross floor area of the principal building. Finding: The storage area is equal to 50% of the area of the principal building. 4. The storage area shall be clearly identified on the approved site plan for the project, may only be located in either a side or rear yard, and shall not encroach into any required setback. Finding: Based on the definition of a front yard in the Zoning Ordinance, the outdoor storage area is located within the side yard area of the site. The minimum setback for accessory structures is 10’. The plans show the storage area approximately 30’ from the side property line. 5. Any outdoor storage area shall be enclosed by a one hundred percent (100%) opacity screen to a height equal to the item being screened but not more than thirty-five feet (35'). Any portion of the storage area adjacent to a public right-of-way (ROW) or any nonindustrial use or district shall be screened by building(s) or screening wall(s) made of the same materials as the principal building and shall not extend more than seventy feet (70') without a change in architecture to reduce its mass and appearance. Those portions of the storage area adjacent to any industrial use or district may be screened by fencing or the like. Finding: The outdoor storage will be enclosed by a 12’ solid wood wall erected atop an 8’ berm to provide 100% screening to 20’, the highest the materials within will be stored. The applicant is requesting a deviation from the requirements for materials and articulation as part of the PUD agreement to allow for the use of a solid wood wall. Landscaping will be planted along the wall fronting Boulder Avenue to help soften the wall and berm. 6. The storage area shall be surfaced with concrete or an approved equivalent to control dust. Finding: The storage area, as well as all improved areas of the site will be surfaced with either concrete or asphalt. 7. The storage area shall not take up, or interfere with access to, any required parking, loading, maneuvering or pedestrian area. 8 Finding: Parking, loading, maneuvering, and pedestrian areas will not be impeded by the storage area. 8. The storage area shall be maintained in a neat and orderly fashion. Finding: It is in the interest of the applicant to ensure the area is maintained in a neat and orderly fashion. Any violations of this condition that are brought to the attention of City Staff will be enforced in accordance with standard procedures. 9. The perimeter measurement of the outdoor storage shall be included in the calculation of required foundation plantings. Finding: The applicant’s landscape plan does not consider the perimeter of the outdoor storage in its calculation of the amount of foundation plantings required. A condition of approval is that the landscape plan be updated to include those foundation plantings, and they should be used to soften the appearance of the screening wall wherever possible. 10. No public address system shall be audible from a noncommercial or nonindustrial use or district. Finding: If the City is made aware of a violation of this condition, which is consistent with the noise ordinance within the City Code, enforcement will occur in accordance with standard procedures. CONCLUSION AND RECOMMENDATION This project is the first major project within the Rosemount Business Park in several years, and the first ever to make use of the access to the railroad the runs adjacent to the Business Park. Staff is supportive of the use of the Planned Unit Development process to accommodate some of the specific needs of the developer, and the timing and responsibility for the costs associated with the extension of Boulder Avenue to Highway 3 will be defined in the subdivision agreement that will be reviewed by the City Council at its first meeting in September. The Planning Commission and staff are recommending approval of the requests for a Preliminary and Final Plat, Rezoning, Planned Unit Development Master Development Plan, and a Conditional Use Permit to construct a warehouse and distribution center with outdoor storage, subject to conditions. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2021- 66 A RESOLUTION APPROVING A MINOR SUBDIVISION FOR JJT BUSINESS PARK 2nd ADDITION WHEREAS, the Planning Department received an application for approval of a Minor Subdivision for JJT Business Park 2nd Addition located at 15401 Boulder Avenue, legally described as follows: Outlot A, ROSEMOUNT CAR CLUB, Dakota County, Minnesota And All that part of the North ½ of the Southwest ¼ of Section 32, Township 115, Range 19, lying east of the Easterly right-of-way line of State Highway No. 3, as now established, Dakota County, Minnesota; EXCEPT that part described as Parcel 248D on Minnesota Department of Transportation Right of Way Plat Numbered 19-77; and EXCEPT that part described as Parcels 7, 7A, and T.E. 7A on Dakota County Road Right of Way Map No. 258, as the same are on file and of record in the office of the County Recorder in and for Dakota County Minnesota. WHEREAS, the City of Rosemount published notice in the official newspaper concerning the application on July 16, 2021, and mailed notices to property owners within 500 feet of the subject property on July 16, 2021; and WHEREAS, the Planning Commission of the City of Rosemount conducted a public hearing as required by ordinance for the purpose of receiving public comment regarding the proposed Minor Subdivision on July 27, 2021; and, WHEREAS, the Planning Commission reviewed the application on July 27, 2021 and found it consistent with the criteria for Minor Subdivision review outlined in the Subdivision Ordinance; and, WHEREAS, the Planning Commission adopted a motion to recommend approval of the application for a Minor Subdivision on July 27, 2021. NOW, THEREFORE, BE IT RESOLVED, The Council of the City of Rosemount does hereby approve the JJT Business Park 2nd Addition Minor Subdivision subject to the following conditions: 1)Execution of a subdivision agreement. 2)Approval of a Planned Unit Development Master Development Final Site and Building Plan. 3)Drainage and utility easements shall be dedicated over all stormwater ponds, buffers and outlets. 4)Payment of fee-in-lieu of park dedication in the amount of $332,250. 5)Provision of a landscape surety in the amount of $193,710 6)Incorporation of recommendations from the City Engineer in a review memorandum dated July 20, 2021 relative to drainage, grading, easements, utilities, storm water management, and other subjects covered in the review. 7) The applicant shall deed the land contained within Outlots A and B to the City. ADOPTED this 17th day of August 2021 by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2021-67 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT (CUP) FOR OUTDOOR STORAGE IN THE LI-LIGHT INDUSTRIAL ZONING DISTRICT WHEREAS, the City of Rosemount received an application for a Conditional Use Permit (CUP) from Seefried Industrial Properties, Inc.; and WHEREAS, on July 27, 2021, the Planning Commission of the City of Rosemount held a public hearing to review the CUP application from Seefried Industrial Properties, Inc., for Outdoor Storage at 15401 Boulder Avenue; and WHEREAS, the Planning Commission adopted a motion recommending that the City Council approve the CUP for Seefried Industrial Properties; and WHEREAS, on August 17, 2021, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendation and the CUP application for Outdoor Storage. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the CUP for Outdoor Storage at 15401 Boulder Avenue. ADOPTED this 17th day of August, 2021, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk City of Rosemount Ordinance No. B-292 AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE JJT Business Park 2nd Addition THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from BP-Business Park to LI PUD – Light Industrial Planned Unit Development within the City of Rosemount legally described as follows: Outlot A, ROSEMOUNT CAR CLUB, Dakota County, Minnesota And All that part of the North ½ of the Southwest ¼ of Section 32, Township 115, Range 19, lying east of the Easterly right-of-way line of State Highway No. 3, as now established, Dakota County, Minnesota; EXCEPT that part described as Parcel 248D on Minnesota Department of Transportation Right of Way Plat Numbered 19-77; and EXCEPT that part described as Parcels 7, 7A, and T.E. 7A on Dakota County Road Right of Way Map No. 258, as the same are on file and of record in the office of the County Recorder in and for Dakota County Minnesota. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 17th day of August, 2021. CITY OF ROSEMOUNT William H. Droste, Mayor ATTEST: Erin Fasbender, City Clerk City of Rosemount Ordinance No. B- AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE Emerald Isle THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from BP-Business Park to LI PUD – Light Industrial Planned Unit Development within the City of Rosemount legally described as follows: Outlot A, ROSEMOUNT CAR CLUB, Dakota County, Minnesota And All that part of the North ½ of the Southwest ¼ of Section 32, Township 115, Range 19, lying east of the Easterly right-of-way line of State Highway No. 3, as now established, Dakota County, Minnesota; EXCEPT that part described as Parcel 248D on Minnesota Department of Transportation Right of Way Plat Numbered 19-77; and EXCEPT that part described as Parcels 7, 7A, and T.E. 7A on Dakota County Road Right of Way Map No. 258, as the same are on file and of record in the office of the County Recorder in and for Dakota County Minnesota. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 17 th day of August, 2021. /s/William H. Droste, Mayor Attested: Erin Fasbender, City Clerk City of Rosemount Dakota County, Minnesota 08/17/2021 1 DECLARATION OF COVENANTS AND RESTRICTIONS JJT BUSINESS PARK 2ND ADDITION PLANNED UNIT DEVELOPMENT AGREEMENT THIS DECLARATION made this ______ day of _________________, 2021, by Seefried Industrial Properties, Inc. (hereinafter referred to as the “Declarant”); WHEREAS, Declarant is the owner of the real property as described on Attachment One, attached hereto and hereby made a part hereof (hereinafter collectively referred to as the “Subject Property”); and WHEREAS, the Subject Property is subject to certain zoning and land use restrictions imposed by the City of Rosemount (hereinafter referred to as the “City”) in connection with the approval of an application for a master development plan and final site and building plan planned unit development for a residential development on the Subject Property; and WHEREAS, the City has approved such development on the basis of the determination by the City Council of the City that such development is acceptable only by reason of the details of the development proposed and the unique land use characteristics of the proposed use of the Subject Property; and that but for the details of the development proposed and the unique land use characteristics of such proposed use, the master development plan planned unit development would not have been approved; and WHEREAS, as a condition of approval of the master development plan planned unit development, the City has required the execution and filing of this Declaration of Covenants, Conditions and Restrictions (hereinafter the “Declaration”); and 2 WHEREAS, to secure the benefits and advantages of approval of such planned unit development, Declarant desires to subject the Subject Property to the terms hereof. NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 1. The use and development of the Subject Property shall conform to the following documents, plans and drawings: a. City Resolution No. 2021-XX, Attachment 1 b. Final Plat, Attachment 2 c. Overall Utility Plan (Sheet C600), Attachment 3 d. Site Plan-Overall (Sheet C401), Attachment 4 e. Grading Plan-Overall (Sheet C500), Attachment 5 f. Landscape Plan (Sheet L100), Attachment 6 j. Architectural Plan and Renderings, Attachment 7 All of which attachments are copies of original documents on file with the City and are made a part hereof. 2. Development and maintenance of structures and uses on the Subject Property shall conform to the following standards and requirements: a. Maintenance of the stormwater basin, infiltration basin and associated stormwater infrastructure necessary for the long term operation and function will be performed by the City. All other maintenance including but not limited to garbage collection, or landscape replacement or the like shall be the responsibility of the of the 3 private property owners. All maintenance of the stormwater basin and infiltration basin shall be the responsibility of the City after the basins have been established. b. Maintenance and replacement of trees and landscaping other than that associated with the stormwater basin and infiltration basin described in standard a. shall be the responsibility of the Declarant. 3. The Subject Property may only be developed and used in accordance with Paragraphs 1 and 2 of this Declaration unless the owner first secures approval by the City Council of an amendment to the planned unit development plan or a rezoning to a zoning classification that permits such other development and use. 4. In connection with the approval of development of the Subject Property, the following deviations from City Zoning or Subdivision Code provisions were approved: a. Section 11-4-15-1 G.5.D.: The maximum height for light fixtures within the outdoor storage area shall be forty (40) feet for pole mounted lights and thirty-five (35) feet for wall mounted lights. b. Section 11-4-15-1 G.3: The tarping station shall be a pre-engineered metal building in lieu of precast concrete. c. Section 11-4-15-1 D: A solid wood wall shall be used to screen the outdoor storage area in lieu of materials that match the principal building. d. Section 11-5-2 C.h.: An eight (8) foot tall security fence with three strands of barbed wire shall be installed on the western portion of the site. e. Section 11-6-3 B: The site shall contain a minimum of 587 trees. In all other respects the use and development of the Subject Property shall conform to the requirements of the Paragraphs 1 and 2 of this Declaration and the City Code of Ordinances. 4 5. The obligations and restrictions of this Declaration run with the land of the Subject Property and shall be enforceable against the Declarant, its successors and assigns, by the City of Rosemount acting through its City Council. This Declaration may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers or representatives of Declarant have hereunto set their hands and seals as of the day and year first above written. DECLARANT Seefried Industrial Properties, Inc. By Its STATE OF MINNESOTA ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 20___, by _____________________, the _________________, for and on behalf of _________________________, a ____________________, by and on behalf of said _______________________. _______________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: CITY OF ROSEMOUNT 2875 145TH STREET WEST ROSEMOUNT, MN 55068 651-423-4411 EXCERPT FROM THE JULY 27, 2021, PLANNING COMMISSION MEETING MINUTES 4.a. Request by Seefried Industrial Properties, Inc. for Approval of a Preliminary and Final Plat, Rezoning, Planned Unit Development Master Development Plan, and a Conditional Use Permit to Construct a Warehouse and Distribution Center with Outdoor Storage. (21-32-FP, 21-33-PP, 21-34-RZ, 21-35-PUD, 21-36-CUP) Planner Nemcek gave a presentation and summary of the staff report for the Planning Commission. Chair Kenninger questioned if after rezoning the property to Light Industrial does that new zoning stay with the property. Nemcek stated that is correct. Kenninger inquired what other kind of businesses could we see in this area. Nemcek stated that the light industrial zoning buildings are going to be similar to the business park zoning, with the exception of outdoor storage. Kenninger stated that all of the traffic from the property will go onto Highway 42, Highway 3, or Biscayne Avenue. If there is no traffic light to be added at Highway 42 and Business Parkway, there is concern that the traffic from this property will add to an already congested area. Nemcek stated that there may be future improvements at Highway 3. A traffic light will be placed at Biscayne Avenue in the future. Kenninger inquired about the applicants lighting request having their lights be taller than what is allowed. Nemcek stated that the applicant has provided staff with a detailed photometric plan for their lighting and it is acceptable. Kenninger inquired about the fence with the barbed wire will not be coated in black, but all of the other fencing will be coated in black. Nemcek stated that is correct. Commissioner Reed questioned that since this property includes a railroad spur, would that be included in this application or would a separate application be needed. Nemcek stated that the spurs are apart of the site plan review and grading permit. Reed inquired that if a spur is placed in this area, will it affect the traffic. Nemcek stated that the applicant can answer that question. Reed questioned how they would know that more trees aren’t needed. Nemcek stated that when the trees are planted there will be space in between them per the guidance of the applicant’s landscape architect. They won’t look together until they are full grown. The applicant should try to fit as many trees on the property as possible. The public hearing opened at 7:00 pm. Public Comments: Brian Novak, 8745 West Higgins Road, Chicago, IL, developer for the proposed project, stated that this building product has been built around the country for this specific tenant. Adding additional trees can be done along the south side of the property. Some foundation plantings may be included around the building and can also be placed along the screening wall. The tenant has shown that the screen wall will be extensive. The tenant will be maintaining the fence/wall. He stated that the taller poles will be interior of the business park. There will be no lights shining on the outside of the building. Commissioner Reed questioned if there has been any study done to see how this project will impact the intersection of Highway 42 and Highway 3. Mr. Novak stated that there are obligations of the railroad as it relates to how they affect the traffic at that intersection. There are two spurs that come onto the site for unloading railcars. Chair Kenninger inquired if the railcars will require a closure of that intersection. Mr. Novak stated that they will be crossing that intersection just like any other rail traffic. Commissioner Marlow inquired about the trailer spaces on the outside of the building and if that will be used for storage space. Mr. Novak stated that the trailers will not be sitting on site for long periods of time. The storage and product is all inside of the building. Ryan Preusse, 14400 Bayberry Circle, inquired what the tenant is storing at this facility, and if a traffic review could be done before anything is decided on this project. Sounds like there will be a lot of truck traffic and with the railroad so close to the intersection, it could create a traffic issue. Mr. Novak stated that the storage will be building products. There will not be chemical storage. For the railroad question there are rules and regulations in place about blocking the intersection and those will not be exceeded. MOTION by Schmisek to close the public hearing. Second by Reed. Ayes: 7. Nays: 0. Motion Passes. The public hearing closed at 7:18 pm. Additional Comments: Commissioner Rivera stated that she works for the railroad that will service this warehouse project. Inquired if she should abstain from voting on this item. Kienberger stated that if there is a financial or perceived conflict of interest, then it would be suggested to abstain from voting on a specific item. Rivera explained the railroad process with this specific warehouse. Commissioner Marlow stated that this project will be great to bring jobs to Rosemount. Commissioner Thiagarajan stated that it is good to see that the storage is at the back of the property, so that you aren’t seeing it from Highway 3. Chair Kenninger stated the additional traffic from the warehouse is still concerning. Requested that the landscaping plan be completed before this item goes to City Council. Kenninger stated that more trees should be added along Boulder Avenue. Commissioner Schmisek stated that in the included traffic study it looks like this development shouldn’t have a direct impact for the Highway 3/42 intersection. MOTION by Reed to recommend the City Council approve the Preliminary and Final Plats for JJT Business Park, 2nd Addition, subject to the following conditions: a. Approval of a Planned Unit Development Agreement Master Development Plan with Rezoning. b. Conformance with all the requirements of the City Engineer as detailed in the attached memorandum dated July 20, 2021. c. Payment of $332,250 as cash-in-lieu of park dedication. Second by Hebert. Ayes: 6. Nays: 0. Motion Passes. (Commissioner Rivera abstained from voting) MOTION by Schmisek to recommend the City Council approve a Zoning Map amendment to rezone the site from BP-Business Park to LI-Light Industrial. Second by Marlow. Ayes: 6. Nays: 0. Motion Passes. (Commissioner Rivera abstained from voting) MOTION by Hebert to recommend the City Council approve the Planned Unit Development Master Development Plan with rezoning of the property from LI-Light Industrial to LI PUD-Light Industrial Planned Unit Development, subject to the following conditions: a. Execution of a PUD Agreement. b. A deviation from City Code Section 11-4-15-1 G.5.D. to increase the maximum height of lighting fixtures within the outdoor storage area to forty (40) feet for pole mounted lights and thirty-five (35) feet for wall mounted lights. c. A deviation from City Code Section 11-4-15-1 G.3 to allow for the tarping station to be a pre- engineered metal building in lieu of precast concrete. d. A deviation from City Code Section 11-4-15-1 D to permit a solid wood wall to be used to screen the outdoor storage area in lieu of materials that match the principal building. e. A deviation from City Code Section 11-5-2 C.h. to permit an eight (8) foot tall security fence with three strands of barbed wire on the western portion of the site. f. Incorporation of the recommendations of the City Engineer as detailed in the attached memorandum dated July 20, 2021. g. Conformance with the requirements of the Fire Marshall as detailed in the memorandum dated July 21, 2021. h. Signs shall be subject to sign permits and normal zoning standards. i. The applicant shall update the landscaping plan to incorporate 181 foundation plantings and additional trees where possible. Any final shortfall from the number of trees required by the City Code shall be incorporated into the Planned Unit Development Agreement. j. Boulder Avenue shall be extended to the intersection of Highway 3. Second by Reed. Ayes: 6. Nays: 0. Motion Passes. (Commissioner Rivera abstained from voting) MOTION by Schmisek to recommend the City Council approve a Conditional Use Permit for Outdoor Storage in the LI-Light Industrial zoning district. Second by Hebert. Ayes: 6. Nays: 0. Motion Passes. (Commissioner Rivera abstained from voting) ROSEMOUNT MINNESOTA 7/21/2021 T:\Project\CommDev\Zoning\ZoningAmendments\ZoningAmendments.aprx I:\GIS\Map_Library\CommDev\Zoning\Amendments\BPtoLI07212021 Proposed Zoning Amendment B O U L D E R C T 153RD ST W CHIPPENDALE AVECHASEWOOD COURTCANADAAVE1 5 6 T H S T W CANADA CIRC H ILIC T S ROBERT TRL (STH 3)151S T S T W CI MMARON AV E CHOKECHERRY AVEB O U L D E R AVE CHESTNUTCICERONE P A TH CHERRY PATHC A R R OUSELWAYCHOKECHERRY AVEC I M A RRON CTCHERR Y P A T H BUSINESS PKYCHIPPENDALE AVEW A Y S R OBERT TRL (STH 3)B O U L D E R C T 153RD ST W CHIPPENDALE AVECHASEWOOD COURTCANADAAVE1 5 6 T H S T W CANADA CIRC H ILIC T S ROBERT TRL (STH 3)151S T S T W CI MMARON AV E CHOKECHERRY AVEB O U L D E R AVE CHESTNUTCICERONE PA TH CHERRY PATHC A R R OUSELWAYCHOKECHERRY AVEC IM A R RON CTCHERR Y P A T H BUSINESS PKYCHIPPENDALE AVEW A Y S R OBERT TRL (STH 3)Existing Proposed Proposal Area Zoning Residential: R1 - Low Density Residential R1A - Low Density Residential R2 - Moderate Density Residential R3 - Medium Density Residential R4 - High Density Residential Commercial: C3 - Highway Service Commercial C4 - General Commercial Industrial: BP - Business Park LI - Light Industrial GI - General Industrial Other: PI - Public/Institutional RESTRICTED ACCESS PER PLAT OFJJT BUSINESS PARK FIRST ADDITIONITEM 13ITEM 11 ITEM 11ITEM 11 ITEM 11 ITEM 11 PROPOSED RAIL (DESIGN BY OTHERS) PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LINE EX. DRAINAGE AND UTILITY EASEMENT PROPERTY LINE PROPOSED INDUSTRIAL BUILDING ±417,000 SF PROPOSED STORMWATER AREA PROPOSED STORMWATER AREA 48.0'24.0'22.5'24.0'26.0'24.0'24.0' 20.0'75.0'90.0' 75.0'135.0'75.0'75.0' 379.5' 418.5' 226 . 6 ' 378.9'84.7'EXISTING RAIL (CANADIAN PACIFIC RAILWAY AND UNION PACIFIC RAILROAD) 20. 0 ' 30. 0 '60.0'250.0'50.0'71.5'60.0'75.0' 34.0'48.0'PROPOSED PROPERTY LINE EX. COMMUNICATION EASEMENT 20' PARKING SETBACK 30' BUILDING SETBACK 60.0'36.0'PROPOSED PROPERTY LINE FUTURE ROAD BY OTHERS 8 0 . 0 ' 60.0' BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 66.45 AC BUILDING AREA 9.57 AC (14.4% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 209 SPACES @ 1/2,000 SF PROPOSED PARKING 209 SPACES ADA STALLS REQ'D / PROVIDED 7 STALLS / 7 STALLS PROPERTY SUMMARY ROSEMOUNT IMPROVEMENTS TOTAL PROPERTY AREA 71.50 AC PROPOSED SEEFRIED LOT 66.45 AC PROPOSED OUTLOT A 5.05 AC EXISTING IMPERVIOUS AREA 0.10 AC EXISTING PERVIOUS AREA 66.35 AC PROPOSED IMPERVIOUS AREA 30.34 AC PROPOSED PERVIOUS AREA 36.11 AC TOTAL DISTURBED AREA 53.93 AC ZONING SUMMARY EXISTING ZONING BP (BUSINESS PARK) PROPOSED ZONING BP (BUSINESS PARK) PARKING SETBACKS SIDE/REAR = 10' FRONT = 20' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\SeeFried\Rosemount\3 Design\CAD\PlanSheets\C4-SITE PLAN - OVERALL.dwg June 25, 2021 - 8:45amPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. NUMBER DATE DESCRIPTION 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY TENANT IMPROVEMENTS FOR BOULDER AVE. ROSEMOUNT, MN 55068© 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100SAINT PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION DATE PROJECT NO SHEET TITLE SHEET NUMBER NOT FOR CONSTRUCTION SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EFN LAND SURVEYING, DATED 05/19/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 71.50 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 17.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH SITE PLAN - OVERALL C401 16019400006/25/2021 DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. MICHAEL C. BRANDT 06/11/2021 42661 STORAGE AREA SLAB RESTRICTED ACCESS PER PLAT OFJJT BUSINESS PARK FIRST ADDITIONITEM 13D DD D D D D D D D D D D D D D D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\SeeFried\Rosemount\3 Design\CAD\PlanSheets\C6-UTILITY PLAN - OVERALL.dwg June 25, 2021 - 8:49amPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. NUMBER DATE DESCRIPTION 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY TENANT IMPROVEMENTS FOR BOULDER AVE. ROSEMOUNT, MN 55068© 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100SAINT PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION DATE PROJECT NO SHEET TITLE SHEET NUMBER NOT FOR CONSTRUCTION UTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE 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. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.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 LINE SHALL BE SCH. 40 OR C900 WITH 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" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ROSEMOUNT AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE 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. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH KEYNOTE LEGEND CONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVE WETTAP EXISTING WATERMAIN WITH GATE VALVE X" DOMESTIC WATER SERVICE X" FIRE SERVICE CORE DRILL AND CONNECT TO EXISTING STRUCTURE CONNECT TO EXISTING SANITARY SERVICE CONSTRUCT MANHOLE OVER EXISTING SANITARY SEWER SANITARY SEWER SERVICE ADJUST EXISTING CASTING TO NEW RIM ELEVATION A B C D E F G H I SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED OVERALL UTILITY PLAN C600 16019400006/25/2021 DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. MICHAEL C. BRANDT 05/28/2021 42661 CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE AUP 19 PINUS NIGRA AUSTRIAN PINE B & B 6` HT. BHS 35 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. FIR 20 ABIES CONCOLOR WHITE FIR B & B 6` HT. WHC 48 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 6` HT. WHP 21 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE DAK 19 BETULA PLATYPHYLLA `FARGO`DAKOTA PINNACLE BIRCH B & B 2" CAL. PFC 7 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 2" CAL. RVB 82 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABM 53 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. GNK 61 GINKGO BILOBA `AUTUMN GOLD` TM AUTUMN GOLD GINGKO B & B 2.5" CAL. GSL 57 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2.5" CAL. PRE 55 ULMUS AMERICANA `PRINCETON`AMERICAN ELM B & B 2.5" CAL. RDO 42 QUERCUS RUBRA RED OAK B & B 2.5" CAL. SWO 64 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE MDJ 64 JUNIPERUS SCOPULORUM `MEDORA`MEDORA JUNIPER #5 CONT.4` O.C. SGJ 20 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 12 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. WBM 4 PINUS MUGO `WHITE BUD`MUGO WHITE BUD PINE #5 CONT.3` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE AFD 323 CORNUS SERICEA `ARTIC FIRE`ARTIC FIRE DOGWOOD #5 CONT. DBH 88 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 62 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING BES 114 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" OC 18" o.c. KFG 273 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC 30" o.c. RSG 86 PEROVSKIA X `LITTLE SPIRE`LITTLE SPIRE RUSSIAN SAGE #1 CONT 18" OC 18" o.c. SDO 167 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C.18" o.c. PLANT SCHEDULE RESTRICTED ACCESS PER PLAT OFJJT BUSINESS PARK FIRST ADDITION STATE H IGHWAY NO . 3BOULDER AVENUEBOU L D E R C O U R TBOULDER AVENUECANADIAN PACIFIC RAILWAY & UNION PACIFIC RAILROADCANADIAN PACIFIC RAILWAY & UNION PACIFIC RAILROAD16 - SGJ 18 - KFG 7 - TAU 4 - WBM 5 - TAU 7 - AFD 43 - RSG 18 - KFG 43 - RSG 24 - SDO 43 - BES 10 - AFD 9 - MDJ 4 - SGJ 8 - GLS 8 - GLS 5 - GLS 8 - GLS 8 - GLS 20 - DBH 8 - GLS 8 - GLS 5 - GLS 158 - KFG 22 - AFD35 - AFD 8 - DBH 40 - AFD 20 - DBH 20 - DBH 20 - DBH 36 - AFD 51 - AFD 8 - MDJ 9 - AFD 8 - MDJ 9 - AFD 8 - MDJ 9 - AFD 7 - MDJ 9 - AFD 8 - MDJ 9 - AFD 8 - MDJ 9 - AFD 8 - MDJ 9 - AFD 7 - PFC 3 - PRE 3 - PRE 4 - PRE 3 - PRE 9 - RVB 6 - RVB 5 - GNK 5 - ABM5 - GNK 7 - FIR 9 - ABM 8 - AUP 5 - BHS 4 - GNK 6 - GNK 7 - RDO 6 - ABM 6 - GNK 3 - ABM 4 - SWO 9 - SWO 7 - ABM 6 - GNK 8 - GSL 4 - RDO 5 - GSL 2 - GSL 4 - GSL 5 - GSL 4 - GSL 6 - WHC 8 - BHS 8 - WHC 9 - RDO 12 - WHC 10 - WHP 3 - FIR 10 - WHC 10 - FIR 5 - RDO 8 - BHS 13 - DAK 8 - BHS 4 - GSL 4 - GSL 4 - GSL 2 - GSL 7 - ABM 4 - ABM 3 - RDO 5 - ABM 11 - RDO 6 - SWO 6 - RVB 3 - RVB 3 - RVB 3 - RVB 6 - SWO 8 - RVB 7 - RVB 5 - GSL 5 - SWO 5 - SWO 6 - GSL 4 - RVB 5 - RVB 6 - GNK3 - RDO 4 - GNK 4 - GNK 4 - RVB 7 - SWO 3 - PRE 6 - BHS 10 - SWO 9 - RVB 6 - RVB 2 - GNK 2 - GNK 4 - GNK 11 - AUP 5 - SWO 4 - RVB 5 - RVB5 - SWO 3 - WHP 4 - WHP 4 - WHC 7 - PRE 6 - ABM 1 - ABM 7 - GNK 7 - PRE 6 - WHC 9 - PRE 16 - PRE 30 - SDO 71 - BES 54 - AFD 42 - KFG 113 - SDO 37 - KFG 6 - DAK 2 - PRE LANDSCAPE LEGEND EXISTING WOODED AREA (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) MNDOT 33-261 SEED MIX WITH EROSION CONTROL BLANKETS STAKED IN PLACE (TYP.) RAILROAD TRACKS BY OTHERS (TYP.) FENCE (TYP.) SITE LIGHT (FOR REFERENCE ONLY) SEE PLANS BY OTHERS 6' CHAIN LINK FENCE 8' CHAIN LINK FENCE WITH BARBED WIRE 12' WOODEN FENCE X X X This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\SeeFried\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN OVERALL.DWG August 06, 2021 - 1:24pmISSUED FOR PERMIT - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. NUMBER DATE DESCRIPTION 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY TENANT IMPROVEMENTS FOR BOULDER AVE. ROSEMOUNT, MN 55068© 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100SAINT PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMSEAL CONSULTANT PRINT RECORD PROJECT INFORMATION DATE PROJECT NO SHEET TITLE SHEET NUMBER NOT FOR CONSTRUCTION 01 08/06/2021 ISSUED FOR PERMIT L101 L102 L103 L104 L105 L106 L107 L108 LANDSCAPE SUMMARY ZONE: BP BUSINESS PARK DISTRICT TREES REQUIRED: 8 TREES OR 1 TREE PER 3,000 SF OF LAND AREA (SPACING MUST INCLUDE TREES AT THE BOULEVARD AT 50 FOOT MINIMUM INTERVALS.) 2,721,193 SF / 3,000 SF = 907 TREES PROVIDED: 587 TREES REQUIRED: AT LEAST 75% OF TOTAL STOCK TREES SHALL BE DECIDUOUS. 587*.75 = 440 TREES PROVIDED: 440 TREES LANDSCAPING REQUIRED: 1 FOUNDATION PLANTING PER 10 LINEAR FEET OF BUILDING PERIMETER AND OUTSIDE STORAGE. 5,020 LF / 10 LF = 502 FOUNDATION PLANTINGS PROVIDED: 528 FOUNDATION PLANTINGS REQUIRED: A MINIMUM OF FIVE PERCENT (5%) OF THE PARKING AREA SHALL BE LANDSCAPED. 31,733 SF OF PARKING AREA * 5% = 1,586 SF OF LANDSCAPE AREA PROVIDED: 10,394 SF REQUIRED: A MINIMUM OF ONE TREE SHALL BE REQUIRED FOR EACH TWO HUNDRED FIFTY (250) SQUARE FEET OF REQUIRED LANDSCAPE AREA 1,586 SF OF REQUIRED LANDSCAPE AREA / 250 SF = 6 TREES PROVIDED: 18 PARKING LOT TREES SCREENING REQUIRED: PARKING AREA SCREENING SHALL PROVIDE A MINIMUM FIFTY PERCENT (50%) OPACITY SCREEN TO A HEIGHT OF AT LEAST FOUR FEET (4'). LOADING AREAS SCREENING SHALL PROVIDE A MINIMUM NINETY PERCENT (90%) OPACITY SCREEN TO A HEIGHT OF AT LEAST EIGHTEEN FEET (18').. PROVIDED: TREES PROVIDED ON THE PERIMETERS OF LOADING AREAS AND TREES AND SHRUBS PROVIDED AT THE PERIMETERS OF PARKING AREAS.NORTH LANDSCAPE PLAN - OVERALL L100 16019400008/06/2021 DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. MITCHELL G. COOKAS 08/06/21 56522 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY RENDERING AX-0002020-041 06/22/21 BOULDER AVE. ROSEMOUNT, MN 55068 PROJECT OSPREY BULK DISTRIBUTION CENTER / FLATBED DISTRIBUTION CENTER (BDC-FDC) BOULDER AVE. ROSEMOUNT, MN 55068 F.H. F.H. F.H. F.H. F.H. F.H. F.H. F.H.F.H. (4) UNTARPING SPACES 42' X 82' X 23' CLEAR HEIGHT, 2 TRUCK TARPING STRUCTURE DETENTION POND (APPROX. LOCATION) DETENTION POND (APPROX. LOCATION) DETENTION POND (APPROX. LOCATION) PROPOSED FACILITY 464' x 900' 417,600 SF 6 BOXCAR UNLOADING PUMPROOM INBOUND OFFICE 15 BAYS AT 60' - 0" = 900' - 0" BAY AT 60'- 0" + 2 BAYS AT 50'- 0" + BAY AT 94'- 0" + 3 BAYS AT 50'- 0" + BAY AT 60'- 0" = 464' - 0" TRENCH DRAIN RIDGELINE ABOVE BUILDING 900.00'826.87'403.21'BUILDING464.00'525.15'GUARDHOUSE M1 MONUMENT SIGN TRUCK SCALE COMPACTOR 210,400 SF OUTDOOR STORAGE 10 A-FRAME RAIL CARS BOULDER AVE. EXTENSION EXISTING RAIL 8' HIGH GALVANIZED CHAINLINK FENCE WITH 3 STRAND BARB WIRE - SEE 6' HIGH BLACK VINYL COATED CHAINLINK FENCE - SEE TWO BOLLARDS WITH HOOKS AND CHAIN TO SPAN ACROSS AUTO DRIVE 20' WIDE FIRE TRUCK ACCESS DRIVE (4) MOTORCYCLE SPACES PROPANE PLATFORM FAST ACTING ROLL-UP DOOR AND DRIVE-IN SECTIONAL DOOR AT GRADE - TYP. 8' HIGH BLACK VINYL CHAINLINK FENCE WITH 3 STRAND BARB WIRE FOR FENCE BETWEEN TRUCK AREAS AND AUTO AREAS - SEE 6' HIGH BLACK VINYL COATED CHAINLINK FENCE ABUT TO 8' HIGH GALVANIZED CHAINLINK FENCE (10) 30' TRUCK CAB SPACES PROPERTY LINE S O U T H R O B E R T T R A IL 60' TRAFFIC GUARD RAIL GENERATOR AND TRANSFORMER 20' WIDE EMERGENCY ACCESS DRIVE PROPERTY LINEPROPERTY LINE P R O P E R T Y L I N E 27.00' OUTDOOR STORAGE 1290.00'31.50'41.50'300.00'M2 MONUMENT SIGN 192 AUTO SPACES25 TRAILER SPACES60 36 4 8 4 1 9999762 2 25 6 FDC DOCKS8 FDC DOCKS 5 BDC DOCKS60 TRAILER SPACES 36 TRAILER SPACES17 TRAILER SPACES51 TRAILER SPACES 24 TRAILER SPACES10 10 TRAILER SPACES 3 A-107 1 A-109 1 DETENTION POND (APPROX. LOCATION) 8' HIGH GALVANIZED CHAINLINK FENCE FENCE LEGEND 6' HIGH BLACK VINYL COATED CHAINLINK FENCE 8' HIGH BLACK VINYL COATED CHAINLINK FENCE 12' SOLID WOOD FENCE 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY OVERALL SITE PLAN AX-0012020-041 06/25/21 BOULDER AVE. ROSEMOUNT, MN 55068 N GRAPHIC SCALE 0 50 200100 1" = 100'-0" 1 PLANNING - OVERALL SITE PLAN PARKING SCHEDULE AUTO SPACES HC PARKING SPACES PARKING SPACES TRAILER SPACES 186 7 193 203 SITE DATA SITE 2,309,860 SF TOTAL BUILDING AREA 417,225 SF OUTDOOR STORAGE AREA 387,375 SF TOTAL SITE AREA 3,114,460 SF DOCK DOORS BULK DOCKS 5 FLATBED DOCKS 15 FINISHED FLOOR 0' -0" B/ DECK @ RIDGE 40' -0" 24' WIDE X 18' HIGH FAST SEAL FABRIC DOOR WITH 8" DIA. X 6' HIGH STEEL BOLLARD -TYP. -SEE 4 / A-502 PROPANE STORAGE LOCATION -SEE 6 / A-104 9' WIDE X 10' HIGH VERTIAL LIFT DOCK DOOR WITH SHELTER AND LEVELER -TYPICAL OF 6 -SEE 1 / A-502 EXTERIOR WALL PACK LIGHT FIXTURE -TYP. - SEE ELECTRICAL 5' X 5' CLERESTORY - TYP. 1" INSULATED GLAZING IN ALUMINUM STOREFRONT SYSTEM2' - 0"4' - 0"METAL STAIR, LANDING AND RAILING WITH BOLLARD PROTECTION - SEE 4 / A-501 3" WIDE X 3/4" DEEP REVEAL - SEE 7 / A-305 CONCRETE PRECAST PANEL, TYP.B.O.D.40' - 0"FINISHED FLOOR 0' -0" B/ DECK @ RIDGE 40' -0" 24' WIDE X 18' HIGH FAST SEAL FABRIC DOOR WITH 8" DIA. X 6' HIGH STEEL BOLLARD -TYP. -SEE 4 / A-502 9' WIDE X 10' HIGH VERTIAL LIFT DOCK DOOR WITH SHELTER AND LEVELER -TYPICAL OF 5 -SEE 1 / A-502 16' WIDE X 22' HIGH HIGH-LIFT DRIVE-IN OVERHEAD DOOR AT BOX CAR ENTRANCE -SEE 5 / A-502 5' X 5' CLERESTORY - TYP. EXTERIOR WALL PACK LIGHT FIXTURE -TYP. -SEE ELECTRICAL 3" WIDE X 3/4" DEEP REVEAL - SEE 7 / A-305 B.O.D.40' - 0"HOLLOW METAL FRAME AND DOOR (PAINTED) -TYP. CONCRETE PRECAST PANEL, TYP. METAL COPING METAL LOUVER HOLLOW METAL FRAME AND DOOR BOLLARD SLEEVE GUARDHOUSE ROOF GUARDHOUSE WALLS ORNAMENTAL FENCE AT PATIO OUTDOOR SHELTER COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR SAFETY YELLOW COLOR TO MATCH EXT-3 EXT-1 COLOR BLACK COLOR TO MATCH SILVER METALLIC WITH CHARCOAL ROOF EXT-1 SHINY LUSTER N500-1 EXT-2 COSMIC QUEST N460-4 EXT-3 GRAPHIC CHARCOAL N500-6 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY BUILDING ELEVATIONS - NORTH & SOUTHAX-0022020-041 06/24/21 BOULDER AVE. ROSEMOUNT, MN 55068 1/16" = 1'-0" 1 PLANNING - SOUTH BUILDING ELEVATION 1/16" = 1'-0" 2 PLANNING - NORTH BUILDING ELEVATION 9' WIDE X 10' HIGH METAL LOUVER -SEE MECHANICAL AND EXTERIOR WALL PACK LIGHT FIXTURE -TYP. - SEE ELECTRICAL 24' WIDE X 18' HIGH FAST SEAL FABRIC DOOR WITH 8" DIA. X 6' HIGH STEEL BOLLARD -TYP. - SEE 4 / A-502 HOLLOW METAL FRAME AND DOOR (PAINTED) -TYP. 5' X 5' CLERESTORY - TYP. 1" INSULATED GLAZING IN ALUMINUM STOREFRONT SYSTEM 3" WIDE X 3/4" DEEP REVEAL -SEE 7 / A-305 CONCRETE PRECAST PANEL, TYP. 9' WIDE X 10' HIGH METAL LOUVER - SEE MECHANICAL AND EXTERIOR WALL PACK LIGHT FIXTURE - TYP. -SEE ELECTRICAL 24' WIDE X 18' HIGH FAST SEAL FABRIC DOOR WITH 8" DIA. X 6' HIGH STEEL BOLLARD -TYP. - SEE HOLLOW METAL FRAME AND DOOR (PAINTED) -TYP. 5' X 5' CLERESTORY - TYP. 8' - 0"10' - 0"3" WIDE X 3/4" DEEP REVEAL - SEE 7 / A-305 CONCRETE PRECAST PANEL, TYP. METAL COPING METAL LOUVER HOLLOW METAL FRAME AND DOOR BOLLARD SLEEVE GUARDHOUSE ROOF GUARDHOUSE WALLS ORNAMENTAL FENCE AT PATIO OUTDOOR SHELTER COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR SAFETY YELLOW COLOR TO MATCH EXT-3 EXT-1 COLOR BLACK COLOR TO MATCH SILVER METALLIC WITH CHARCOAL ROOF EXT-1 SHINY LUSTER N500-1 EXT-2 COSMIC QUEST N460-4 EXT-3 GRAPHIC CHARCOAL N500-6 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY BUILDING ELEVATIONS - EAST AX-0032020-041 06/22/21 BOULDER AVE. ROSEMOUNT, MN 55068 1/16" = 1'-0" 1 PLANNING - PARTIAL BUILDING ELEVATION - EAST - LEFT 1/16" = 1'-0" 2 PLANNING - PARTIAL BUILDING ELEVATION - EAST - RIGHT 3" WIDE X 3/4" DEEP REVEAL - SEE 7 / A-305 EXTERIOR WALL PACK LIGHT FIXTURE - TYP. - SEE ELECTRICAL 5' X 5' CLERESTORY - TYP. CONCRETE PRECAST PANEL, TYP. 3" WIDE X 3/4" DEEP REVEAL - SEE 7 / A-305 EXTERIOR WALL PACK LIGHT FIXTURE - TYP. - SEE ELECTRICAL 9' WIDE X 10' HIGH VERTIAL LIFT DOCK DOOR WITH SHELTER AND LEVELER - TYPICAL OF 5 - SEE 1 / A-502 5' X 5' CLERESTORY - TYP. HOLLOW METAL FRAME AND DOOR (PAINTED) - TYP. CONCRETE PRECAST PANEL, TYP. METAL COPING METAL LOUVER HOLLOW METAL FRAME AND DOOR BOLLARD SLEEVE GUARDHOUSE ROOF GUARDHOUSE WALLS ORNAMENTAL FENCE AT PATIO OUTDOOR SHELTER COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR TO MATCH ADJACENT WALL COLOR SAFETY YELLOW COLOR TO MATCH EXT-3 EXT-1 COLOR BLACK COLOR TO MATCH SILVER METALLIC WITH CHARCOAL ROOF EXT-1 SHINY LUSTER N500-1 EXT-2 COSMIC QUEST N460-4 EXT-3 GRAPHIC CHARCOAL N500-6 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY BUILDING ELEVATIONS - WEST AX-0042020-041 06/22/21 BOULDER AVE. ROSEMOUNT, MN 55068 1/16" = 1'-0" 1 PLANNING - PARTIAL BUILDING ELEVATION - WEST - LEFT 1/16" = 1'-0" 2 PLANNING - PARTIAL BUILDING ELEVATION - WEST - RIGHT STANDING SEAM METAL ROOF ON GRACE ICE AND WATER SHIELD MEMBRANE PREFINISHED METAL GUTTER, SOFFIT & FASCIA COLOR TO MATCH P-2 7" HIGH RAISED CONCRETE PAD 1" INSULATED TINTED GLASS IN STOREFRONT SYSTEM (CLEAR ANODIZED FINISH) PRECAST CONCRETE WALL PANEL 3"x3" PREFINISHED METAL DOWNSPOUT TYPICAL OF 2 COLOR PAINTED PROVIDE POLYCARBONATE "SNO-GEM" ICE GUARD AT ALL METAL ROOFS IN NORTHERN CLIMATES 4' - 0"2' - 8"GUARDHOUSE EXTERIOR WALLS TO BE PAINTED EXT-3 COLOR -GRAPHIC CHARCOAL. TYPICAL. SEE INTERIOR FINISH FOR INTERIO WALL COLORS STANDING SEAM METAL ROOF ON GRACE ICE AND WATER SHIELD MEMBRANE PAINT P-2 PREFINISHED METAL GUTTER, SOFFIT & FASCIA COLOR TO MATCH P-2 7" HIGH RAISED CONCRETE PAD 1" INSULATED TINTED GLASS IN STOREFRONT SYSTEM (CLEAR ANODIZED FINISH) CONCRETE WALL PANEL 3"x3" PREFINISHED METAL DOWNSPOUT TYPICAL OF 2 COLOR TO MATCH P-1 PROVIDE POLYCARBONATE "SNO-GEM" ICE GUARD AT ALL METAL ROOFS IN NORTHERN CLIMATES 3' - 8"3' - 0"PROVIDE JUNCTION BOX NEAR WALK, EXTEND 4 EA. 3" CONDUITS FROM JUNCTION BOX THROUGH THE SOFFIT, PROVIDE LONG SWEEP INTO THE ATTIC SPACE ABOVE THE CEILING PAINT P-1 PAINTED SHEET METAL TO CONCEAL CONDUITS ELECTRICAL PANEL CONDENSING UNIT TRANSFORMER PAINTED SHEET METAL TO CONCEAL CONDUITS ABOVE AND BELOW THE ELECTRICAL PANEL 3' - 4"GUARDHOUSE EXTERIOR WALLS TO BE PAINTED EXT-3 COLOR -GRAPHIC CHARCOAL. TYPICAL. SEE INTERIOR FINISH FOR INTERIO WALL COLORS 12 8 STANDING SEAM METAL ROOF ON GRACE ICE AND WATER SHIELD MEMBRANE 4" X 4" PREFINISHED METAL GUTTER 3" X 3" PREFINISHED METAL DOWNSPOUT PRECAST CONCRETE OR CONCRETE TILT-UP WALL PANEL HEAVY DUTY INSULATED SLIDING GLASS DOOR IN CLEAR ANODIZED ALUMINUM FRAMES PROVIDE POLYCARBONATE "SNO-GEM" ICE GUARD AT ALL METAL ROOFS IN NORTHERN CLIMATES WALL PACK LIGHT 3' - 4"6' - 8"ELECTRICAL PANEL PAINTED SHEET METAL TO CONCEAL CONDUITS ABOVE AND BELOW THE ELECTRICAL PANEL GUARDHOUSE EXTERIOR WALLS TO BE PAINTED EXT-3 COLOR -GRAPHIC CHARCOAL. TYPICAL. SEE INTERIOR FINISH FOR INTERIO WALL COLORS TYPICAL 4' - 0" 12 8 STANDING SEAM METAL ROOF ON GRACE ICE AND WATER SHIELD MEMBRANE 4" X 4" PREFINISHED METAL GUTTER 3" X 3" PREFINISHED METAL DOWNSPOUT PRECAST CONCRETE OR CONCRETE TILT-UP WALL PANEL HEAVY DUTY INSULATED SLIDING GLASS DOOR IN CLEAR ANODIZED ALUMINUM FRAMES PROVIDE POLYCARBONATE "SNO-GEM" ICE GUARD AT ALL METAL ROOFS IN NORTHERN CLIMATES 6' - 8"WALL PACK LIGHT PROVIDE JUNCTION BOX NEAR WALK, EXTEND 4 EA. 3" CONDUITS FROM JUNCTION BOX THROUGH THE SOFFIT, PROVIDE LONG SWEEP INTO THE ATTIC SPACE ABOVE THE CEILING CONDENSING UNIT TRANSFORMER GUARDHOUSE EXTERIOR WALLS TO BE PAINTED EXT-3 COLOR -GRAPHIC CHARCOAL. TYPICAL. SEE INTERIOR FINISH FOR INTERIO WALL COLORS EXT-3 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY GUARDHOUSE AX-0052021-041 06/23/21Enter address here 1/4" = 1'-0" 1 PLANNING - GUARDHOUSE - EAST ELEVATION 1/4" = 1'-0" 3 PLANNING - GUARDHOUSE - WEST ELEVATION 1/4" = 1'-0" 4 PLANNING - GUARDHOUSE - SOUTH ELEVATION 1/4" = 1'-0" 2 PLANNING - GUARDHOUSE - NORTH ELEVATION WALL PACK LIGHT, SEE ELECTRICAL 5" X 5" PREFINISHED METAL DOWNSPOUTS WITH 6" X 4" PREFINISHED METAL GUTTER 3" REVEAL BOLLARDS CONCRETE PRECAST PANELS 5' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 0"31' - 2"1' - 2"WALL PACK LIGHT, SEE ELECTRICAL PREFINISHED METAL COPING 3" REVEAL BOLLARDS CONCRETE PRECAST PANELS 8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 0"5' - 0" 82' - 0"1' - 2"31' - 0 1/2"E.1 E.2 E.9E.8 OPENING HEIGHT15' - 0"EQ 42' - 0"EQ 30' - 0"PREFORMED METAL PANELS CONCRETE PRECAST PANELS BOLLARDS PREFINISHED METAL GUTTER PREFORMED METAL END TRIM PREFINISHED METAL DOWNSPOUT GALVANIZED STEEL EDGING PREFINISHED 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY TARPING STRUCTURE AX-0062021-041 06/23/21 1/8" = 1'-0" 2 PLANNING - SOUTH ELEVATION 1/8" = 1'-0" 3 PLANNING - NORTH ELEVATION 1/8" = 1'-0" 1 PLANNING - WEST ELEVATION MONUMENT SIGN - M1 A SIDE B SIDE3' - 6"3"1' - 2"1' - 2"1' - 2"10"1' - 6" 1' - 0"RAPID DC ########## TRUCK ENTRY TRUCK ENTRY INTERNALLY ILLUMINATED DIRECTIONAL • ILLUMINATED WITH WHITE LEDS • ROUTED ALUMINUM SIGN FACES • BACK W/ WHITE LEXAN & BLACK PERFORATED VINYL • CABINET HAS WHITE LEXAN FACES WITH 3M VINYL FIRST SURFACE • CABINET PAINTED BLACK (NOT TEXCOATED)RAPID DC ####ASSOCIATE ENTRY BOULDER DISTRIBUTION CENTER BOULDER DISTRIBUTION CENTER A SIDE B SIDE9' - 0"11"3' - 6"3"1' - 2"1' - 2"1' - 2"10"4' - 7" 3' - 6" 1' - 6" 1' - 0"RAPID DC ########## ASSOCIATE ENTRY ASSOCIATE ENTRY TRUCK ENTRY RAPID DC ####MONUMENT SIGN - M2 INTERNALLY ILLUMINATED DIRECTIONAL • ILLUMINATED WITH WHITE LEDS • ROUTED ALUMINUM SIGN FACES • BACK W/ WHITE LEXAN & BLACK PERFORATED VINYL • CABINET HAS WHITE LEXAN FACES WITH 3M VINYL FIRST SURFACE • CABINET PAINTED BLACK (NOT TEXCOATED) BOULDER DISTRIBUTION CENTER BOULDER DISTRIBUTION CENTER 2727 Paces Ferry Road SE Building Two, Suite 1400 Atlanta, Georgia 30339 T 770.432.9400 F 770.432.9934 PROJECT OSPREY SITE SIGNAGE PLAN AX-0072020-041 06/22/21 BOULDER AVE. ROSEMOUNT, MN 55068 1" = 1'-0" 1 PLANNING - MONUMENT SIGN - M1 1" = 1'-0" 2 PLANNING - MONUMENT SIGN - M2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 MEMORANDUM To: City of Rosemount From: Jacob Rojer, PE Tim Klockziem, PE Kimley-Horn and Associates, Inc. Date: June 18, 2021 Subject: Traffic Memo – Boulder Avenue Distribution Center INTRODUCTION A new regional distribution center for a national building materials and lumber store is proposed along Boulder Avenue in Rosemount, MN. The site of the proposed development is a total of 71.5 acres situated between the existing railway and Boulder Avenue. The proposed distribution center is a single industrial building measuring approximately 417,000 square feet. The proposed site plan for the distribution center is attached. As part of the proposed development, Bolder Avenue will be extended further south to provide two access points to the site, one for the employee parking lot and one for truck parking. This memorandum documents the anticipated trip generation and distribution for the proposed distribution center. TRIP GENERATION Estimated trip generation numbers were provided by the end user and projected based on similar sites. The site characteristics are listed below: There will be approximately 120 vehicles on site each day. Resulting in 240 vehicle trips each day. There will be 3 shifts per day for the 120 employees. To be conservative, it was assumed that employees would be spread equally across 3 shifts and a shift change would occur during the AM Peak and during the PM peak hour. There will be approximately 135 trucks on site each day. Resulting in 270 truck trips a day. Of the 135 truck trips, roughly 25 will leave the site prior to the AM peak hour. The remaining trips were assumed to be spread equally across regular business hours. This results in approximately 15 vehicles exiting and entering the site each hour. Daily and peak hour trip generation for the site are summarized in Table 1. The proposed site will generate 510 daily trips, and approximately 110 trips in both the AM and PM peak hours. Page 2 kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 Table 1 – Trip Generation Traffic Type Daily AM Peak Hour PM Peak Hour In Out Total In Out Total General Auto Traffic 240 40 40 80 40 40 80 Truck Traffic 270 15 15 30 15 15 30 Net Trip Generation 510 55 55 110 55 55 110 PLANNING LEVEL ROADWAY CAPACITY All trip generated traffic will access the site from Boulder Avenue. It is anticipated that a majority of the traffic will travel to and from the area via CSAH 42 and use Business Parkway or Biscayne Avenue and Boulder Trail to reach Boulder Avenue. The average daily traffic for Boulder Trail, Business Parkway, and Biscayne Avenue is less than 1,000 vehicles per day for all three facilities. All three facilities are anticipated to have adequate capacity to accommodate all new trip generated by the proposed site. The average daily traffic for CSAH 42 is 17,700 vehicles per day adjacent to the study area. The Highway Capacity Manual (HCM), 6th Edition provides a Level of Service (LOS) estimate based on roadway characteristics and the Average Annual Daily Traffic (AADT). LOS ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). Table 2 shows the expected LOS based on the AADT. Adding the distribution center daily trips to the existing traffic volumes results in no change to the planning level capacity of the roadways in the area. Boulder Trail, Business Parkway, and Biscayne Avenue will continue to operate at LOS A while CSAH 42 will operate at LOS C. The additional trips from the proposed sites are not expected to significantly impact the operations of CSAH 42. Table 2 – Planning Level Roadway Capacity Facility Type Planning Level Daily Capacity Ranges (AADT) Under Capacity Approaching Capacity Over Capacity LOS A B C D E F V/C 0.2 0.4 0.6 0.85 1.0 >1.0 Two-lane undivided rural 14,000-15,000 3,000 6,000 9,000 12,750 15,000 >15,000 Four-lane divided rural 35,000-38,000 7,600 15,200 22,800 32,300 38,000 >38,000 In the future, Boulder Avenue may be connected to another roadway to the south. This development is not expected to have a significant impact of the operations of the future connection. CONCLUSION A new regional distribution center for a national building materials and lumber store is proposed along Boulder Avenue in Rosemount, MN. The proposed site is expected to generate 510 new trips, 110 trips in the AM peak hour and 110 trips in the PM peak hour. Based on current average daily traffic values for the adjacent roadways and the magnitude of the trips generated by the proposed site, the new trips are not expected to significantly impact traffic. RESTRICTED ACCESS PER PLAT OFJJT BUSINESS PARK F IRST ADDITIONITEM 13STA TE H IGHWA Y NO . 3 BOULDER AVENUEB O U L D E R C O U R T BOULDER AVENUECANADIAN PACIFIC RAILWAY & UNION PACIFIC RAILROADCANADIAN PACIFIC RAILWAY & UNION PACIFIC RAILROADITEM 11 ITEM 11ITEM 11 ITEM 11 ITEM 11 PROPOSED RAIL (DESIGN BY OTHERS) PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING PROPERTY LINE EX. DRAINAGE AND UTILITY EASEMENT PROPERTY LINE PROPOSED INDUSTRIAL BUILDING ±417,000 SF PROPOSED EXTENSION BOULDER AVEPROPOSED STORMWATER AREA PROPOSED STORMWATER AREA 48.0'24.0'22.5'24.0'26.0'36.0'24.0'24.0' 20.0'60.0'75.0' 75.0' 73.0'135.0'75.0'75.0' 377.6'1004.2'198 . 0 ' 377.6'84.7'EXISTING RAIL (CANADIAN PACIFIC RAILWAY AND UNION PACIFIC RAILROAD) EXISTING PROPERTY LINE 20. 0 ' 30. 0 '60.0'250.0' 50.0' 71.5'60.0'75.0' 34.0'48.0'PROPOSED PROPERTY LINE EX. COMMUNICATION EASEMENT 20' PARKING SETBACK 30' BUILDING SETBACK PROPOSED OUTLOT A 60.0'PREPARED FORSITE PLAN -OVERALLC401ROSEMOUNTIMPROVEMENTS SEEFRIEDROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MICHAEL C. BRANDT06/11/202142661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16019400006/10/2021AS SHOWNCJJKAMMCBBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 66.45 AC BUILDING AREA 9.57 AC (14.4% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 209 SPACES @ 1/2,000 SF PROPOSED PARKING 209 SPACES ADA STALLS REQ'D / PROVIDED 7 STALLS / 7 STALLS PROPERTY SUMMARY ROSEMOUNT IMPROVEMENTS TOTAL PROPERTY AREA 71.50 AC PROPOSED SEEFRIED LOT 66.45 AC PROPOSED OUTLOT A 5.05 AC EXISTING IMPERVIOUS AREA 0.10 AC EXISTING PERVIOUS AREA 66.35 AC PROPOSED IMPERVIOUS AREA 30.34 AC PROPOSED PERVIOUS AREA 36.11 AC TOTAL DISTURBED AREA 52.16 AC ZONING SUMMARY EXISTING ZONING BP (BUSINESS PARK) PROPOSED ZONING BP (BUSINESS PARK) PARKING SETBACKS SIDE/REAR = 10' FRONT = 20' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\SeeFried\Rosemount\3 Design\CAD\PlanSheets\C4-SITE PLAN - OVERALL.dwg June 14, 2021 - 11:47am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EFN LAND SURVEYING, DATED 05/19/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 71.50 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 17.FOR OFFSITE IMPROVEMENTS, SEE THE <OFFSITE PLANS> IMPROVEMENTS PLANS. NORTH \\rsm-file\Planning\2021\Planning Cases\21-32-FP Project Osprey Final Plat\Site Plan Review Application Submittal\Preliminary Plat Review Memo.docx Memorandum To: Anthony Nemcek, Planner CC: Adam Kleinberg, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: July 20, 2021 Re: Project Osprey Preliminary Plat Review Grading and Drainage Plan Review Site Plan Review Utility Plan Review WSB File No 0018352-000 SUBMITTAL: The Preliminary Plat, Final Plat and Grading and Drainage plans for the Osprey Project have been submitted. They were prepared by Kimley-Horn and Associates, Inc. of St Paul for Seefried Industrial Properties of Atlanta, Georgia. Engineering review comments were generated from the following plat documents dated 06-25-2021, consisting of: Existing conditions Site Plan Grading and drainage plan Utility Plan Boulder Avenue Construction plan and profile Final Plat GENERAL COMMENTS: 1. The development Fees are indicated below based on the 2021 Schedule of Rates and Fees. Fees are due with the final plat and subdivision (development) agreement. Sanitary Sewer Trunk Charge: $1075/acre Watermain Trunk Charge: $6,500/acre Storm Sewer Trunk Charge: $6,865/ net developable acre 2. The proposed sanitary sewer lateral within Boulder Avenue extends to the southerly access of the site. The sewer as shown is too shallow to serve the property to the east. The sanitary sewer extension needs to be revised. These revisions will be forwarded to be included in the Boulder Avenue extension proposed by the developer. 3. Runoff from the site and from Boulder Avenue drains to the same ponding system on the south end of the project. This results in the mixing of runoff from a public street and Anthony Nemcek July 20, 2021 Page 2 \\rsm-file\Planning\2021\Planning Cases\21-32-FP Project Osprey Final Plat\Site Plan Review Application Submittal\Preliminary Plat Review Memo.docx runoff from a private development, which in turn results in the ponding area at the south end of the project being a public facility. 4. The site extends across the preliminary alignment for a trunk storm sewer facility that would provide an outlet for Wachter Pond. As such, an alternative alignment and facilities will be necessary to provide an outlet. These facilities need to be considered with the surface water management plan for the Osprey Project. 5. The proposed ponding areas for the Osprey Project must ultimately connect to the City’s trunk storm sewer outlet system. These future facilities need to be considered with the surface water management plan for the Osprey Project. Options for extending trunk storm sewer facilities will be developed for discussion. GRADING AND EROSION CONTOL Proposed grading of the site creates a very flat site that slopes from north to south at ½ of one percent. The site is also raised a couple of feet on the north end and more than 6 feet on the south end of the site. Boulder Avenue is graded at the same slope as the site for the length of the site. A berm is proposed adjacent to Boulder Avenue that extends approximately 9 feet above the road with a 12-foot fence at the top of the berm. The storm water management review will have additional comments regarding the grading – here are noted items from the plan. Sheet C501 – The 18-inch FES is identified to be 4 feet below the bottom of the proposed infiltration basin. Sheet C502 – The slopes of the pond and berm adjacent to Boulder Avenue are identified at 3:1. The City’s maximum slope is 4:1. Sheet C503 – Slopes on the berm are identified as 3:1. Sheet C503 – The drainage arrows on the north side of the building appear to be in conflict with the proposed contours and spot elevations, please review. Sheet C504 - Slopes on the berm are identified as 3:1. Sheet C505 – A curb line elevation, high point, appears to be missing. Sheet C507 – Extend riprap to the bottom of the basin. Sheet C508 - Extend riprap to the bottom of the basin. Sheet C509 – Access is needed to structure ST-70 STMH, provide a 12 foot wide flat area on the top of the berm for maintenance access. SITE PLAN The proposed site plan identifies two driveways extending from the site to Boulder Avenue. Both driveways are located at the southerly end of the site. The northerly driveway provides access and egress for cars (office staff and warehouse staff). This driveway is 38 feet wide and includes separate gates for access and egress. The driveway radius is 24 feet which will provide for easy access and egress to Boulder Avenue. The southerly driveway is for truck traffic. The driveway is located 126 feet south of the northerly driveway. This driveway is 48 feet wide with 50 foot radii at Boulder Avenue. The proposed driveway should provide good access and egress for tractor trailer traffic. The following items need to be clarified on the plan. Sheet C402 thru C410. The project area noted in the notes identifies two different project areas. Sheet C404 – The keynote legend “B” on the plan appears to be a “G”. Sheet C405 - The keynote legend “B” on the plan appears to be a “G”. Sheet C407 - The keynote legend “H” on the plan appears to be a “L”. Anthony Nemcek July 20, 2021 Page 3 \\rsm-file\Planning\2021\Planning Cases\21-32-FP Project Osprey Final Plat\Site Plan Review Application Submittal\Preliminary Plat Review Memo.docx Sheet C410 – MnDot specification 2340 for bituminous does not exist as indicated in the Heavy Duty Bituminous and Standard Duty Bituminous Detail. UTILITY PLAN Public sanitary sewer and water service to serve the site extends within Boulder Avenue. A 12- inch watermain service is identified to extend to the site from the 12-inch watermain in Boulder Avenue. The proposed watermain accesses the building in the north east corner for both domestic and fire suppression uses. A 12-inch watermain loops the building serving private fire hydrants, and the watermain extends out to Boulder Avenue at the south end of the project providing a looped system for fire suppression system. Sanitary sewer service will be provided by extending public sanitary sewer south in Boulder Avenue to roughly the central length of the building. An 8 in service is proposed to extend into the site from Boulder Avenue to the building where it is extended to the north and south. The sanitary sewer extension from Boulder Avenue into the site is a private facility. The following items need to be clarified on the plan. Sheet C603 – Extend 12 DIP within the Boulder Avenue right of way to the property line. Sheet C603 – A hydrant is identified within a racking area. Will there be adequate access to the hydrant? Sheet C603 – Recommend placing a valve west of the domestic service lead for isolation from the fire suppression loop. Sheet C603 – The watermain tee located at the water service line and fire suppression line in the northeast corner is identified as a 12X12X8 tee. Adjacent to the tee an 8-inch valve is identified. All of the water main is 12 inch in this area. Sheet C604 – Is the valve needed that is located just east of the southerly hydrant if the valve to the east on sheet C605 installed. Sheet C605 – The water service extension to Boulder Avenue is not visible. The water main line is missing, but the apertures are called out. Sheet C605 – A hydrant tee, located at the top of the page, is called out as an 8X6 tee. The tee needs to be a 12X6 inch. BOULDER AVENUE PLANS The Boulder Avenue plans were reviewed with these comments. Sheet C700 – The typical section for Boulder Avenue is drafted with the street shown offset from the center of the right of way. Sheet C700 – The curb and gutter for Boulder Avenue is B618. Sheet C700 – Show the slope from back of curb to the right of way line on the east side of Boulder Avenue at 2.0% then slope at 4:1 to natural ground. Sheet C800 – The existing hydrant and valve can be salvaged and installed along the Boulder Avenue extension. Sheet C900 – The match line shown on the sheet is station 110+00. Sheet C1001 – The proposed sanitary sewer extension will be revised. The required layout will be submitted to the developers engineer. SURFACE WATER MANAGEMENT Anthony Nemcek July 20, 2021 Page 4 \\rsm-file\Planning\2021\Planning Cases\21-32-FP Project Osprey Final Plat\Site Plan Review Application Submittal\Preliminary Plat Review Memo.docx The plans for Project Osprey have been reviewed for surface water management, erosion and sediment control and for storm sewer pipe sizing. These review comments are in a separate memo. M E M O R A N D U M To: Anthony Nemcek, City Planner Adam Kienberger, Community Development Director From: Rick Chase, Building Official /Fire Marshal Date: July 21, 2021 Subject: Project Osprey The following comments are provided based on preliminary site plan review. • Fire hydrant loop required, loop not allowed to supply fire pump. • Hydrants required to be located 60’ from structure. • Hydrants spacing required in accordance with the Minnesota State Fire Code. • Fire apparatus access roads shall be 60’ from structure. • Add turn radius fire apparatus Commander to site plan. Contact Fire Marshal for dimensions. • Rail cars on spurs not allowed to obstruct fire department access around building. • Secondary Emergency access point required contact Fire Marshal to discuss location. • All access service doors around building required to be numbered. Sincerely, Rick Chase Building Official/Fire Marshal