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VIII-10 Reauthorize Site Plan Approval – Suite Living
City Council Memorandum To:Mayor Fasbender and City Council From:John Hinzman, Community Development Director Date:August 4, 2025 Item:Resolution: Reauthorize Site Plan Approval –Suite Living Council Action Requested: Adopt the attached resolution amending Site Plan approval for Suite Living by extending the sunset clause provision for significant progress until August 4, 2026. The Site Plan grants approval for a 32 unit assisted living facility to be located southeast of 33rd and Vermillion Streets. A simple majority is necessary for action. Background Information: On October 3, 2022 the Council approved the Site Plan along with the Plat, Rezoning, and Comprehensive Plan Amendment. The Stormwater Management Agreement was approved on March 6, 2023. The final plat has been recorded, development agreements executed,and ownership transferred to Suite Living. Financial Impact: The addition of 32 assisted living units will add to the tax base and create needed housing opportunities. Advisory Commission Discussion: N\A Attachments: •Resolution –Site Plan Approval •Staff Memo –Suite Living Site Plan –October 3, 2022. VIII-10 HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS AMENDING THE SITE PLAN APPROVAL OF SUITE LIVING OF HASTINGS WHEREAS, Jeremy Larson of Hampton Companies has petitioned for Site Plan approval of SUITE LIVING OF HASTINGS ADDITION, a 32 unit assisted living and memory care facility. The subject property is generally located southeast of 33rd Street and Vermillion Street and legally described as Lot 1, Block 1, SUITE LIVING OF HASTINGS, Dakota County, Minnesota; WHEREAS, on September 12, 2022, review of the Site Plan was conducted before the Planning Commission of the City of Hastings, as required by state law, city charter, and city ordinance; and WHEREAS, on October 3, 2022 the City Council adopted Resolution No. 10-04-22 granting approval of the Site Plan subject to certain conditions of approval including a one-year sunset clause requiring significant progress within one year of City Council approval; and WHEREAS, within one year of Site Plan approval, the petitioner purchased the property,recorded the plat, and executed the development agreement and stormwater management agreements; and WHEREAS, construction of the assisted living and memory care facility has not commenced; and WHEREAS, The petitioner seeks an extension of the sunset clause provision to allow for construction of the facility. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby amends City Council Resolution No. 10-04-22 granting Site Plan approval. The Sunset Clause provision of Condition No. 13 has been extended to August 4, 2026. All other conditions remain as originally enacted. The conditions for Site Plan approval are as follows: VIII-10 1.Conformance with the plans submitted with the City Council Staff Report dated October 3, 2022 2.Approval of the Comprehensive Plan Amendment changing the Future Land Use Map designation from “Commercial” to “Medium Density Residential”. 3.Approval of the Rezoning from C-4 Regional Shopping Center to R-4 High Density Residence. 4.Approval of the Preliminary and Final Plat of Suite Living of Hastings. 5.Final approval of the Grading, Drainage, Erosion Control, and Utility Plans by the Public Works Director. 6.All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 7.Disturbed areas of the site shall be maintained to the requirements of the City’s property maintenance ordinance. 8.All rooftop equipment shall be screened by a parapet wall or painted to match the building. 9.Provide a sidewalk connection between interior sidewalk and 33rd Street sidewalk. 10.Plan Sheet 5/A2.1 must be modified to include a minimum of 25% of Class I Materials 11.Any uncompleted site work (including landscaping) must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. 12.All lighting shall incorporate shields and cut-offs to direct light on the site. 13.Approval is subject to a Sunset Clause; significant progress must be completed by August 4, 2026 or the approval is null and void. Adopted by the Hastings City Council on August 4, 2025. VIII-10 ATTEST:__________________________ Mary Fasbender, Mayor ________________________________ Kelly Murtaugh, City Clerk (City Seal) VIII-10 City Council Memorandum To:Mayor Fasbender and City Council From:John Hinzman, Community Development DirectorDate:October 3, 2022Item:Suite Living of Hastings -SE Corner of 33rd and Vermillion Streets Council Action Requested: Consider the following actions related to development of a 32 unit assisted living and memory care facility as requested by Jeremy Larson of Hampton Cos. The 2.71 acre property is owned by Samuel H Hertogs and generally located southeast of 33rd and Vermillion Streets: 1)Resolution: Comprehensive Plan Amendment -Change the Future Land Use Map designation of “Commercial” to “Medium Density Residential”2)2nd Reading\Adopt Ordinance Amendment: Rezone property from C-4 -Regional Shopping Center to R-4 High Density Residence 3)Resolution: Preliminary and Final Plat of SUITE LIVING OF HASTINGS a replat of the existing outlot into a single lot of record. 4)Resolution: Site Plan for development of a 32 unit assisted living and memory care facility A simple majority is necessary for all actions. Background Information:The City Council considered 1st reading of the Ordinance Amendment at the September 19, 2022 meeting. Financial Impact: The addition of 32 assisted living units will add to the tax base and create needed housing opportunities. Advisory Commission Discussion: Planning Commission: The Planning Commission voted 3-2 (Peters and Matzke, nay)to recommend approval of the Rezoning along with the Comprehensive Plan Amendment, Preliminary Plat, Final Plat, and Site Plan at the September 12, 2022 meeting. During the public hearing Pete Terry of the adjacent Terrys Hardware summarized a letter from the company opposing the request; change would diminish commercial viability of the area. Ed McMenomy, current property owner, stated he has attempted to sell the property for over 20 years with no success. Commissioners discussed differing direction of the Vermillion Street Plan and Comprehensive Plan on VIII-10 To:City Council and Planning Commission Hastings, MN From: Charles Terry President Terry Investments, LLC Peter Terry President Terry’s Hardware, Inc. The purpose of this letter is to advise the City of Hastings, MN and its Planning Commission and City Council of our opposition to the Comprehensive Plan Amendment and Rezoning associated with the Suite Living of Hastings development. We believe that it is inconsistent with sound land use and development principles, and detrimental to our business and property. Several basic principles or the “common sense” of land use planning and development are relevant to the proposed the Comprehensive Plan Amendment and Rezoning. These include: •The land use guidance of any property should take into account the following: o The preservation of sufficient area in appropriate locations of various land use types considering the long-term growth, vitality and sustainability of the City. o Impact on and compatibility with neighboring current and future land uses. •The location of successful commercial uses is limited by several criteria including, but not limited to access, visibility, proximity and massing of other commercial uses. •Land use planning should be based on the long term and not based on transitory market forces. The impact of decisions made today will have ramifications that last several decades (or longer). •Residential uses have greater flexibility in where they can be guided within a community. •Higher density residential uses serve as a good transitional use between commercial and less intensive uses. They are often sited at the periphery of commercial areas for this purpose and the synergistic nature of being adjacent to both commercial, and lower density residential areas without consuming property whose higher and better use would be commercial. •Land use guidance should not seek to create land uses area that are isolated –“Spot Zoning.” The subject property possesses the characteristics that make it best suited for commercial use -access, visibility, proximity and massing of other commercial uses. The City of Hastings is projected to experience continued growth through 2040 and it is reasonable to assume that growth will continue beyond 2040 as well. The majority of the growth is planned to occur on the south end of Hastings in relative proximity to the site. In the Comprehensive Plan, there are very limited opportunities for commercial development as the demand for goods and services in reasonable proximity to that growth. Additionally, reguiding the subject property from commercial to residential will further reduce a finite resource ( suitable commercial land) for the community, truncating its ability to diversify its tax base and provide goods and services to its residents as it continues to grow (mostly residentially) in the future. VIII-10 The proposed use on the subject property does not require the access, visibility, traffic count. etc. that are characteristics of the site which is more suitable for a commercial use. In fact, it eliminates one of the more prime commercial vacant properties within the community while putting a residential face on a key commercial area within the community. Furthermore, the reguidance does not provide any value as a transitional use since it is already bordered by existing commercial, medium density residential and an arterial roadway. The proposed reguidance is contrary to the 2040 Comprehensive Plan. The subject property is clearly guided as commercial and is guided as such in clear conformance with the basic principles or “common sense” of land use planning that are discussed earlier. The Comprehensive Plan identifies the area in which the subject property is located as an Activity Center. Regarding Future Land Use Objectives and Policies, specifically Objective 2: Sustainable Growth –Policy 7. Activity Centers within the plan, it states that the City will “work to intensify the pattern of land use in certain parts of the city. In those areas, apply zoning, infrastructure and incentives to create higher density development, particularly employment, shopping and multi-family housing, served by major roads.” Furthermore, “ ‘Activity centers’ are intended as a means of encouraging infill growth, of using infrastructure efficiently, of reducing auto trips and creating diverse, interesting urban locations.” The Plan identifies the primary locations of intensified development, including the Vermillion Street corridor/Highway 55 corridor. The proposal does not promote this objective. The nature of the use can not be in any described as active, neither nature of the business or residents contribute to the active vitality of the sounding area. In fact, it would be a quiet residential façade to the area. It should be noted that the 2040 Comp Plan references the Vermillion Street Corridor Study,adopted in April of 2018. The Study is a generalized summary of high level concepts, not a detailed development plan. Even so, it recognizes that commercial uses should be located along Vermillion Street to make best use of the transportation system, including access, traffic count and visibility while buffering the residential uses. This is consistent with traditional land use planning and development principles.The Comprehensive Plan, adopted AFTER the Vermillion Street Corridor Study did not reguide the subject property to anything other than commercial, indicating that such guidance was appropriate. The Comprehensive Plan is the master policy document when it comes to land use guidance. The Subdivision and Zoning Ordinances, as well as any area studies are subordinate to the Comprehensive Plan. As stated in Objective 3: Future Land Use Plan Map and Future Land Use Categories, the City will “Officially adopt and follow the Future Land Use Map and the Future Land Categories detailed as the general pattern of future continued physical development for the City of Hastings.” While the Comprehensive Plan, as a 20 year planning document, has the ability to be amended over time, the current plan was adopted a mere 19 months ago with no clear changes in circumstances, assumptions or new information to prompt such a change. Based on the aforementioned, we do not believe that the Comprehensive Plan Amendment and Rezoning is in the best interest of the City of Hastings or its residents. VIII-10 We also have concerns specific to our property and business. First, the proposed use continues to promote an essential change in the character of the area –from commercial to residential –especially in such a prominent location. Second, the reguidance undermines the massing of commercial properties necessary for the sustainable success of a commercial area. Third, we have concerns about the increasing potential land use incompatibility that would accompany the changing character of the area to residential, including noise, traffic, hours of operation, lighting and so forth that may prompt the City to place future undue limitations on the use of our property or future guidance of our property. Lastly, we have concerns regarding inverse spot zoning as the City continues to reguide adjacent properties to residential uses, isolating our property. All of this has the potential to negatively impact our operations and property value. Our family has built the business over the last 45 years. Of those, 31 have been in Hastings, providing goods, services, and contributing to the commercial tax base of the community. We have provided both full-time and part-time employment for several hundred local individuals and provided the primary employment for many households. During that time, we took a vacant building that was in decline, reinvested and expanded our business. We supported community events and local non-profits, youth organizations and sports, as well as numerous benefits for local residents in need. We also support local law enforcement. We are and have been a good corporate citizen that serves our community and supports or neighbors. We have pushed through recessions, pandemics, labor shortages and supply chain issues. And, we intend to continue to serve Hastings long into the future. In short, we believe the Comprehensive Plan Amendment and Rezoning to be a bad idea, near sighted and contrary to the long-term interest of the community and our business.If this application moves forward in the rush to pander to those who might invest in the community, the City would be neglecting those who already have. VIII-10 To: Planning Commissioners From:John Hinzman, Community Development Director Date:September 12, 2022 Item:Hampton Cos -Comprehensive Plan Amendment, Rezoning, Preliminary Plat, Final Plat, and Site Plan #2022-50 -Suite Living Planning Commission Action Requested Review and provide a recommendation on the following actions for development of a 32 unit assisted living and memory care facility as requested by Jeremy Larson of Hampton Cos. The 2.71 acre property is owned by Samuel H Hertogs and generally located southeast of 33rd and Vermillion Streets 1)Comprehensive Plan Amendment -Change the Future Land Use Map designation of “Commercial” to “Medium Density Residential” 2)Rezone property from C-4 -Regional Shopping Center to R-4 High Density Residence 3)Preliminary and Final Plat of SUITE LIVING OF HASTINGS a replat of the existing outlot into a single lot of record. 4)Site Plan for development of a 32 unit assisted living and memory care facility. BACKGROUND INFORMATION Comprehensive Plan The property is currently guided Commercial within the 2040 Comprehensive Plan. A request to amend the Comprehensive Plan to reguide the land to Medium Density Residential has been submitted with this application. The proposed amendment would be consistent with the intended use of the property as a Residential Care Facility. Zoning The property is currently zoned C-4 -Regional Shopping Center. A request to rezone the property to the R-4 -High Density Residence has been submitted with this application. Residential Care Facilities are a permitted use within the R-4 Zoning District. Planning Commission Memorandum VIII-10 Difference between the Comprehensive Plan and Zoning The Comprehensive Plan serves as a guiding document for future land use for the next 20 years and includes a Future Land Use Map identifying desired land uses. The Zoning Ordinance is the legal mechanism for regulating land use and includes the zoning map which identifies zoning districts and permitted uses. The Future Land Use Map of the Comprehensive Plan is used to guide decisions on rezonings. Existing Condition The site is vacant, flat, and treeless. Adjacent Zoning and Land Use The following land uses abut the property: Direction Use Comp Plan District Zoning District North 33rd Street Pro Power Rental Commercial C-2 -Highway Auto East Terrys Hardware Commercial C-4 Regional Shopping Center South Access Road -Enclave Apartments Dugarels Bar Commercial C-4 Regional Shopping Center West Vermillion Street Residential -Single Family Hastings Bus Garage Medium Residential Commercial R-2 Medium Density C-1 General Comm. History The subject property was part of a 1989 master development plan for a larger commercial development between Vermillion Street and Red Wing Blvd that includes Coborns (former Wal- Mart), adjacent strip mall, and the recent approval of Enclave Apartments. Vermillion Street Corridor Study The subject property was included in the 2018 Vermillion Street Corridor Study. The Study contemplated development of the property as a four story multi family building as shown below: VIII-10 Notification of Adjacent Owners All property owners within 350 feet of the site were provided notification of the meeting. Charles Terry owner of Terry’s Hardware shared concerns that the change in land use from commercial to residential would isolate his business and detract from the commercial viability of the area. COMPREHENSIVE PLAN AMENDMENT Request Change the Future Land Use Map designation from “Commercial”to “Medium Density Residential”. The Future Land Use Map is located on page 4-39, Chapter 4 -Land Use. VIII-10 Medium Density Residential Medium Density Residence is defined within the Comprehensive Plan as: Small-lot townhomes, 4, 6, and 8 unit buildings with individual exterior entrances. The density is expected to be within the range of 8-20 dwelling units per acre. Includes places of worship. Potential zoning districts include R-3, R-4 and R-6. Review of Medium and High-Density Housing Applications The Comprehensive Plan establishes the following factors in review of Medium and High-Density Housing Applications: •Adequate utility and street capacity •The ability of a given area or neighborhood to absorb additional density •Adequate access •Proximity to services and employment opportunities •Proximity to schools and natural amenities •Compatibility with adjacent development •Suitability of the site for construction •Other matters of interest as determined by the City Council Analysis •The site is undeveloped and abuts commercial land and a state highway. •Land to the southeast of the development has been approved for 211 apartment units. 2040 Comprehensive Plan 33rd Street VIII-10 Agriculture ---Commercial Business Park Industrial institutional Mixed Use Park Upland Conservation Area Floodplain or Wetland Protection 3 Golf Course HWY/RailROW Low Residential Medium Residential High Residential •The Vermillion Street Corridor Study contemplated residential development of the property. RECOMMENDATION -Comprehensive Plan Amendment Approval of the Comprehensive Plan Amendment is recommended subject to the following conditions: 1)Conformance with the plans submitted with the Planning Commission Staff Report dated September 12, 2022. 2)Approval of the Comprehensive Plan Amendment by Metropolitan Council. REZONING REVIEW Request Rezone property from C-4 -Regional Shopping Center to R-4 -High Density Residence. The action serves as an amendment to Hastings City Code Chapter 155.01 -Official Zoning Map. VIII-10 )12560 £—2570 J°I—?2597 >3100 F 3150 >3200 >3250ifrSTW 5 13300 T 3350 5 3400 5 3440 5 3480 3500 3075 3095 3125 3175 RD ST E 3300 R-€Manufactured Home Park Residence RMU Residential Mixed Use Zoning Districts parcels A Agriculture C-1 General Commerce C-2 Highway Auto-Specialized Commerce C-3 Community Regional Commerce C-4 Regional Shopping Center DC Downtown Core 1-1 Industrial Park I-2 Industrial Park Storage/Service 0-1 General Office PI Public Institution R-1L Large Lot R-1 Low Density Residence R-2 Medium Density Residence OHDS R-3 Medium-High Density Residence R-3 PRD R-4 High Density Residence Uses -R-4 Zoning District Hastings City Code Chapter 155.25 establishes the following requirements for the R-4 Zoning District: A.Intent. The intent of this chapter in establishing a medium density residence district is in recognition of the growing demand for multiple-family housing and of the desire to encourage high quality developments less than 3 stories in height in strategic locations within the city. B.Uses Permitted. Same as permitted in the R-3. 1.Multiple-family and single-family dwellings when part of a PRD; 2.Residential care facility, dependent and semi-independent, residential senior facility-independent, dormitories, public and parochial schools and churches, fire stations, professional offices, day care center, library, gift or craft shop and similar uses of a public service nature; 3.Accessory uses incidental to the foregoing principal uses such as private garages and sheds; 4.Home occupations in accordance with § 155.07; 5.Planned residential developments pursuant to § 155.07; and 6.Keeping chickens pursuant to 91.02. C.Uses By Special Permit. Same as permitted in the R-3 District. 1.Neighborhood commercial subject to the requirements of § 155.07. (Am. Ord. 501, passed 8-18-2003) 2.Towers as regulated by § 155.07. Analysis •Rezoning conforms with the proposed Medium Residential Development Land Use District of the Comprehensive Plan. •Land to the southeast of the development has been approved for 211 apartment units. •The Vermillion Street Corridor Study contemplated residential development of the property. RECOMMENDATION -Rezoning Approval of the rezoning is recommended subject to the following conditions 1)Conformance with the plans submitted with the Planning Commission Staff Report dated September 12, 2022. 2)Approval of the Comprehensive Plan Amendment changing the Future Land Use Map designation from “Commercial” to “Medium Density Residential”. VIII-10 PRELIMINARY AND FINAL PLAT REVIEW Request Preliminary and Final Plat approval of SUITE LIVING OF HASTINGS, A re-platting of an existing outlot into a single lot of record. Difference Between Preliminary Plat and Final Plat Preliminary Plat approval includes the plan for future subdivision of the entire development including a review of lots, streets, grading, stormwater, utilities, public land dedication, and landscaping. Final Plat approval is the formal subdivision of all or a portion of a Preliminary Plat into lots of record for building construction. The Preliminary Plat establishes the plan for development, while the Final Plat formally puts the plan into effect. Streets No new public streets are included as part of this plat. All access drives would be privately owned and maintained. MN DOT Review Plans have been submitted to the MN Department of Transportation for review. No comments have been received at this time. Stormwater Maintenance Agreement A Stormwater Maintenance Agreement will be required at the time of platting to allow access and emergency maintenance of facilities. Park Land Dedication The Park and Recreation Commission met on August 30,2022 to consider the method for satisfying park dedication requirement. Payment of cash in lieu of land in the amount of $35,200 ($1,100 x 32 units) was recommended. Interceptor Sewer Fee Payment of sewer interceptor fees in the amount of $15,520 ($485 x 32 units) is required prior to release of the final plat mylars for recording. Grading Drainage and Erosion Control Grading Drainage and Erosion Control plans will be reviewed as part of the site plan. RECOMMENDATION Approval of the Preliminary and Final Plat is recommended subject to the following conditions: VIII-10 1)Conformance with the plans submitted with the Planning Commission Staff Report dated September 12, 2022 2)Approval of the Comprehensive Plan Amendment changing the Future Land Use Map designation from “Commercial” to “Medium Density Residential”. 3)Approval of the Rezoning from C-4 Regional Shopping Center to R-4 High Density Residence. 4)All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 5)Payment of $35,200 ($1,100 x 32 units) to satisfy park dedication requirements prior to release of the final plat mylars for recording. 6)Payment of $15,520 ($485 x 32 units)in sewer interceptor fees prior to release of the final plat mylars for recording. 7)Final approval of the Grading, Drainage, and Erosion Control Plan by the Public Works Director. 8)Execution of a Stormwater Maintenance Agreement to allow for emergency access and maintenance of stormwater facilities. 9)Approval of plans by the Minnesota Department of Transportation. 10)Approval is subject to a one year Sunset Clause; the plat must be recorded with Dakota County within one year of City Council approval or approval is null and void. SITE PLAN REVIEW Request Construction of a one story, 32 unit assisted living facility consisting of both dependent living and memory care units. Vehicular Access and Circulation Vehicular access and circulation are acceptable. A single driveway access to 33rd Street is provided to a parking and drop off area of the building. There is no direct access to Vermillion Street. VIII-10 Building Setbacks Building setbacks are acceptable as follows: R-4 & Residential Care Facility Requirements Site Proposal Front Yard Setback 20 feet 69.2 feet Interior Side Yard Setback 25 feet 37.3 feet Rear Yard Setback 35 feet 107.6 feet Setback to ROW 35 feet 35 feet from TH 61 Maximum Building Height 25 feet ~ 20 feet Site Density 39.3 units per acre 11.8 units per acre Pedestrian Access Development includes construction of a sidewalk around the building perimeter to provide an outdoor walking area for residents connecting to the parking lot and main entry drop-off area. There is an existing sidewalk along 33rd Street to the north and a planned sidwalk trail along TH 61 to thw west. Access is acceptable with the following addition: 1)Provide a sidewalk connection between interior sidewalk and 33rd Street sidewalk. Parking The number of parking spaces is acceptable as follows: Use Required Spaces Provided Spaces Residential Care Facility, Dependent 11 (1 per 3 units)25 Suite Living has indicated that although the number of parking spaces is above our minimum standard, the number is consistent with parking provided at other facilities and is necessary. Architectural Elevations Architectural standards require all facades to be composed of at least 25% of Class I Materials (brick, natural stone, glass, metal panels) and 25% Class II Materials (EIFS, stucco, concrete panels, tile). The single story buiding incorporates a hip roof with dormers with many windows. Building materials consist of cultured stone veneer, prefinished shake siding, and horizontal lap siding. Architectural elements are distributed along all sides of the building. Architectural elevations are acceptable with the following change: 1)Plan Sheet 5/A2.1 must be modified to include a minimum of 25% of Class I Materials VIII-10 Landscape Plan Landscaping is acceptable as presented. A variety of plantings have been included along the building, site perimeter, and between the parking lot and street. Landscaping is provided as follows: Required Proposed One tree per 4,000 s.f. of paved surface –12,194 s.f. 3 Trees 3 Trees One tree per 50 feet of lot perimeter –1,422 feet 28.4 Trees 29 Trees One shrub per 40 feet of lot perimeter –1,422 feet 35.6 shrubs 162 Shrubs Lighting Plan A Photometric Plan has been submitted and adheres to the 0.5 footcandle illumination limit when abutting residential properties. Lighting is propose to illuminate parking areas to the north and east. Trash Enclosure A four sided trash enclosure area for dumpsters and recycling has is planned for the southeast corner of the parking lot. Materials of the enclosure match the building. Grading, Drainage, Erosion Control and Utility Plan Review The Public Works Department is providing concurrent review of the Grading, Drainage, Erosion Control, and Utility Plans. Site Plan approval shall be conditioned upon final approval of the Grading, Drainage, Erosion Control and Utility Plan by the Public Works Director. RECOMMENDATION Approval of the Site Plan is recommended subject to the following conditions: 1.Conformance with the plans submitted with the Planning Commission Staff Report dated September 12, 2022 2.Approval of the Comprehensive Plan Amendment changing the Future Land Use Map designation from “Commercial” to “Medium Density Residential”. 3.Approval of the Rezoning from C-4 Regional Shopping Center to R-4 High Density Residence. 4.Approval of the Preliminary and Final Plat of Suite Living of Hastings. VIII-10 5.Final approval of the Grading, Drainage, Erosion Control, and Utility Plans by the Public Works Director. 6.All disturbed areas on the property shall be stabilized with rooting vegetative cover to eliminate erosion control problems. 7.Disturbed areas of the site shall be maintained to the requirements of the City’s property maintenance ordinance. 8.All rooftop equipment shall be screened by a parapet wall or painted to match the building. 9.Provide a sidewalk connection between interior sidewalk and 33rd Street sidewalk. 10.Plan Sheet 5/A2.1 must be modified to include a minimum of 25% of Class I Materials 11.Any uncompleted site work (including landscaping) must be escrowed at 125 percent of the estimated value prior to issuance of a certificate of occupancy. 12.All lighting shall incorporate shields and cut-offs to direct light on the site. 13.Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. ATTACHMENTS •Site Location Map •Site Pictures •Developer’s Narrative •Preliminary and Final Plat •Site Plan •Civil Plans •Landscape Plan •Architectural Elevations •Application VIII-10 LOCATION MAP VIII-10 ;33RDlST>Wj Site Pictures Looking South from 33rd Street Looking East from Vermillion Street VIII-10 Hampton Companies,LLC Suite Living Senior Care of Eagan,LLC 1824 Buerkle Road White Bear Lake,MN 55110 PROJECT NAME:Suite Living Senior Care of Hastings PROPERTY ADDRESS:Southeast Corner of Vermillion St.and 33rd St.,W. APPLICANT:Hampton Companies,LLC 1824 Buerkle Road White Bear Lake,MN 55110 Jeremy Larson: 651-253-8924 Jeremy@hamptoncos.com DESCRIPTION OF PROPOSED DEVELOPMENT: Hampton Companies and Suite Living is proposing to develop a memory care and assisted living community to serve the care needs of the elderly citizens of Hastings and those with elderly family members in need of memory care and assisted living services.Suite Living Senior Care community will feature a total of 32 private suites with 20 of them providing assisted living services and the other 12 providing memory care services.The assisted living residents will be able to enjoy a home-like atmosphere in a setting that allows them the freedom to participate in many amenities that not only help assist them in their daily care needs but also provide them with a higher quality of life than that offered in a more institutional setting.The memory care residents are provided with their own secured area of the building that has its own separate amenities like a congregate dining room sunroom, activity/craft area and a secure outdoor porch.These residents benefit from a life enrichment program that is specially designed for residents with Alzheimer’s and Dementia.At Suite Living Senior Care our goal is to provide our residents with the right care at the right time. Building Description:Total Land Size:2.71 Acres-Approx. Building Size:21,121 Sq.Ft. Occupancy:32 Private Suites Floor 1:20 Assisted Living Units / 12 Memory Care Units Parking and Access:Hard Surface Parking (25 stalls,2 designated handicapped will be designed with dimensions and area in accordance with state law)will provide parking for resident friends and family members along with Suite Living Senior Care staff. Since none of our residents drive there will not be a significant need for parking. VIII-10 Analysis currently and forward The difference between transient buildingoccupants i.e.:those driving and with cars and fixed immobile occupants i.e.:residents 32 residents at any one time (Fixed immobile) 3 to 5 employees 1 to 3 visitors for a total of 4 to 8 transient occupants There will be a circular drive through turn around with a covered walkway to the entrance of the building which has a small portico which extends from the vestibule entry over the walkway and partially into the circular driveway.The portico will allow for enough clearance to allow for emergency vehicles to pass and thus be able to enter and exit the site freely. Illumination:Lighting from the installation of outdoor flood or spot lighting and illuminated signs shall be of an intensity that is reasonable for the purpose served and will be appropriately shielded minimizing the effects on the use and enjoyment of adjoining properties. Architectural Design:The building will combine stone,residential exterior materials,columns, roofline gables,extending porches and entrances to the building.The overall look is themed after a residential building providing a feeling of warmth and comfort for the residents. CONCLUSION: Thank you for your time to review our proposal.Suite Living Senior Care will provide great economic benefits to the city and community with 32 assisted living and memory care suites,25 plus full and part time jobs with annual payroll of $750,000 and a significant contribution to the tax rolls for this property and provide services to the residents of the City and surrounding area.The opportunity for the city to provide senior care options in a very demanding market well into the future is a compelling reason to approve this application. The project is designed and intended to accommodate the needs of development for benefit to the community, as Suite Living’s high level of care,access to hospice and respite will bring. Great care has been taken to make the building attractive both as a city and neighborhood friendly addition, utilizing high quality finishes like LP smart siding,colored hard shingle in the staggered edge notched panels, smoked glass in the fake dormers,cultured stone accents and wainscoting,an extensive landscape plan with special attention to maintaining the existing buffer between the neighbors and the building. The project will be designed exceeding the “required”landscaping and other basic requirements of code to upgrade the appearance of the building.The project will manage to maintain the required setbacks from the building to lot line front and back.Landscaping is for decorative purposes and can be moved when and if needed but provides a buffer and ornamental screening. As we work thru the grading plan,special attention will be paid to the drainage and excavation plan to assure that the drainage of this site does not disturb the neighborhood. VIII-10 By approving this project,the city is gaining an attractive,tax paying member to the community in an otherwise idle property.The building is a secure building,noise is not an issue,and the neighbors should appreciate a relatively peaceful co-existence with the new project.The project will bring many benefits to the community. Such benefits will include: -Local Chamber of Commerce Membership -Meeting room space including use for business,choir practice,piano recitals,girl/boy scouts,book clubs,churches etc. -Be of host to community events -Offer wellness clinics -Charity drop off site for food and clothing -Partnerships with local daycare centers -Internship options for nursing students -Volunteer opportunities -Promote local businesses We look forward to continuing to work with the City staff,Planning Commission and City Council during the review and approval process for this application.Please contact me with any questions you have on any item as I would be more than happy to discuss it in further detail. Sincerely, Jeremy Larson Executive Vice President Hampton Companies VIII-10 18 " R C P 1 8 " R C P 12" R C P 6" D I P 6" DIP 6" D I P 8" D I P NO B U I L D I N G S P. I . D . 1 9 1 8 4 0 0 0 1 0 8 0 Ad d r e s s : 3 7 5 3 3 R D S T W Ow n e r : T e r r y I n v e s t m e n t s Ex i s t i n g B u i l d i n g [A ] B i t u m i n o u s D r i v e Cr o s s e s P r o p e r t y L i n e 15 " R C P 6" D I P Co n c r e t e Si d e w a l k 8" D I P 8" D I P 36" R C P 36" R C P 8" S a n . 8" S a n . 8" S a n . 8" S a n . Mo n u m e n t Si g n P. I . D . 1 9 - 1 8 4 0 2 - 0 1 - 0 5 0 Ad d r e s s : 3 4 7 5 V e r m i l l i o n S t r e e t Ow n e r : J a b l o n s k e I n v e s t m e n t s L L C 10" PVC Bi t u m i n o u s D r i v e Bi t u m i n o u s P a r k i n g L o t Co n c r e t e M e d i a n 36" RCP Bi l l b o a r d 8" S a n . 12 " R C P [B ] W a t e r m a i n C r o s s e s Th r o u g h P r o p e r t y Un k n o w n U t i l i t y Ma n h o l e s [1 7 ] U t i l i t y E a s e m e n t P e r Do c . N o . 3 5 5 0 6 7 2 [1 7 ] A c c e s s E a s e m e n t P e r D o c . N o . 3 5 5 0 6 7 2 [1 7 ] U t i l i t y E a s e m e n t P e r D o c . N o . 3 5 5 0 6 7 2 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S00°24'24"E 351.69 S8 9 ° 3 5 ' 3 6 " W 9 2 . 9 9 N8 5 ° 4 4 ' 1 8 " W 3 2 9 . 0 5 Wi d t h V a r i e s C= 2 3 7 . 3 9 CB = S 8 1 ° 3 0 ' 4 7 " E R= 3 7 3 . 0 0 Δ= 3 7 ° 0 6 ' 3 6 " 24 1 . 5 9 C= 7 4 . 5 7 CB = N 2 6 ° 0 4 ' 4 1 " E R= 2 2 1 7 . 0 2 Δ= 1 ° 5 5 ' 3 8 " 74. 5 7 LO T 1 BL O C K 1 N00°10'51"W 918.34 S00°10'51"E 1721.85 N8 5 ° 4 4 ' 1 8 " W 3 1 3 . 0 8 E Line of OUTLOT C, COUNTY CROSSROADS CENTER ADDITION Fo u n d 1 / 2 I n c h I r o n P i p e w/ C a p N o . 9 2 9 4 Fo u n d 1 / 2 I n c h Ir o n P i p e Fo u n d 1 / 2 I n c h Ir o n P i p e Fou n d 1 / 2 I n c h Iro n P i p e W Line of Sec. 3, Twp. 114, Rng. 17 NW C o r n e r o f S e c . 3 , T w p . 1 1 4 , R n g . 1 7 W 1 / 4 C o r n e r o f S e c . 3 , T w p . 1 1 4 , R n g . 1 7 Sid e w a l k E a s e m e n t pe r D o c . N o . 9 4 1 9 2 0 Ut i l i t y E a s e m e n t P e r Do c . N o . 3 5 5 0 6 7 2 18 . 1 2 N 3 4 ° 0 3 ' 3 7 " W 1 9 . 6 5 VI C I N I T Y M A P PROJECT PR O J E C T N O . : 2 2 0 5 3 CO P Y R I G H T 2 0 2 2 C I V I L S I T E G R O U P I N C . cRE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N V2 . 0 PR E L I M I N A R Y P L A T . . . . . . . . . . . . N 44 5 6 5 RO R Y L . S Y N S T E L I E N LIC E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S S U R V E Y , PL A N , O R R E P O R T W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D L A N D SU R V E Y O R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . 8- 2 4 - 2 0 2 2 CLIENT Ci v i l E n g i n e e r i n g S u r v e y i n g L a n d s c a p e A r c h i t e c t u r e 50 0 0 G l e n w o o d A v e n u e Go l d e n V a l l e y , M N 5 5 4 2 2 ci v i l s i t e g r o u p . c o m 6 1 2 - 6 1 5 - 0 0 6 0 QA / Q C FI E L D C R E W DR A W N B Y RE V I E W E D B Y UP D A T E D B Y .CJ RS . PR E L I M I N A R Y P L A T G E N E R A L N O T E S PR O P E R T Y D E S C R I P T I O N : Ou t l o t C , C o u n t y C r o s s r o a d s C e n t e r A d d i t i o n , D a k o t a C o u n t y , M i n n e s o t a . DA T E O F P R E P A R A T I O N : 8- 2 4 - 2 0 2 2 AP P L I C A N T : Su i t e L i v i n g / H a m p t o n C o m p a n i e s , L L C 18 2 4 B u e r k l e R o a d Wh i t e B e a r L a k e , M N 5 5 1 1 0 Co n t a c t : J e r e m y L a r s o n 61 2 - 2 5 3 - 8 9 2 4 BE N C H M A R K S : El e v a t i o n s a r e b a s e d o n t h e N G V D 2 9 D a t u m . Si t e B e n c h m a r k 1 : T h e t o p n u t o f t h e f i r e h y d r a n t l o c a t e d o n n o r t h e r l y s i d e o f 3 3 r d S t r e e t W e s t ap p r o x i m a t e l y 6 5 f e e t n o r t h o f t h e n o r t h e a s t c o r n e r o f s u b j e c t p r o p e r t y , a s s h o w n h e r e o n . El e v a t i o n = 8 3 1 . 9 4 Si t e B e n c h m a r k 2 : T h e t o p n u t o f t h e f i r e h y d r a n t l o c a t e d a p p r o x i m a t e l y i n t h e m i d d l e o f s u b j e c t pr o p e r t y , a s s h o w n h e r e o n . E l e v a t i o n = 8 3 4 . 2 8 Si t e B e n c h m a r k 3 : T h e t o p n u t o f t h e f i r e h y d r a n t l o c a t e d o n e a s t e r l y s i d e o f V e r m i l l i o n S t r e e t ( U . S . H w y No . 6 1 ) a p p r o x i m a t e l y 1 0 f e e t s o u t h w e s t o f t h e s o u t h w e s t c o r n e r o f s u b j e c t p r o p e r t y , a s s h o w n h e r e o n . El e v a t i o n = 8 3 0 . 8 0 Si t e B e n c h m a r k 4 : T h e t o p n u t h y d r a n t l o c a t e d a p p r o x i m a t e l y 3 8 f e e t n o r t h w e s t e r l y o f t h e s o u t h e a s t co r n e r o f s u b j e c t p r o p e r t y , a s s h o w n h e r e o n . E l e v a t i o n = 8 3 4 . 8 2 AR E A S : Pr o p o s e d L o t 1 , B l o c k 1 = 1 1 8 , 2 3 3 + / - s q u a r e f e e t o r 2 . 7 1 4 + / - a c r e s . FL O O D Z O N E : Th i s p r o p e r t y i s c o n t a i n e d i n Z o n e X ( a r e a d e t e r m i n e d t o b e o u t s i d e t h e 0 . 2 % a n n u a l c h a n c e f l o o d p l a i n ) pe r F l o o d I n s u r a n c e R a t e M a p , C o m m u n i t y P a n e l N o . 2 7 0 3 7 C 0 2 7 8 E , e f f e c t i v e d a t e o f D e c e m b e r 2 n d , 20 1 1 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ro r y L . S y n s t e l i e n M i n n e s o t a L i c e n s e N o . 4 4 5 6 5 ro r y @ c i v i l s i t e g r o u p . c o m PR E L I M I N A R Y P L A T : S U I T E L I V I N G O F H A S T I N G S OV E R H E A D U T I L I T I E S GA S M A I N SA N I T A R Y S E W E R ST O R M S E W E R FI B E R / C O M M . L I N E EL E C T R I C L I N E ( R E C O R D ) WA T E R M A I N EL E C T R I C L I N E GA S M A I N ( R E C O R D ) CH A I N L I N K F E N C E L I N E Li n e t y p e & S y m b o l L e g e n d CO N C R E T E S U R F A C E PA V E R S U R F A C E BI T U M I N O U S S U R F A C E GR A V E L / L A N D S C A P E SU R F A C E WO O D E N F E N C E L I N E GU A R D R A I L WA T E R M A I N ( R E C O R D ) SA N I T A R Y S E W E R ( R E C O R D ) ST O R M S E W E R ( R E C O R D ) FI B E R / C O M M . L I N E ( R E C O R D ) TE L E P H O N E L I N E ( R E C O R D ) TE L E P H O N E L I N E SI G N SA N I T A R Y M A N H O L E ST O R M M A N H O L E CA B L E T V B O X TE L E P H O N E M A N H O L E EL E C T R I C T R A N S F O R M E R TE L E P H O N E B O X TR A F F I C S I G N A L GA S M E T E R EL E C T R I C A L M E T E R WA T E R M A N H O L E WA T E R V A L V E AI R C O N D I T I O N E R BO L L A R D CA T C H B A S I N EL E C T R I C M A N H O L E GA S V A L V E FL A G P O L E HA N D I C A P S Y M B O L FO U N D I R O N M O N U M E N T HY D R A N T CA S T I R O N M O N U M E N T SE T I R O N M O N U M E N T FL A R E D E N D S E C T I O N PO W E R P O L E UT I L I T Y M A N H O L E GU Y W I R E CO N I F E R O U S T R E E DE C I D U O U S T R E E RO O F D R A I N SE W E R C L E A N O U T FI R E C O N N E C T I O N WE L L UT I L I T Y V A U L T PO S T I N D I C A T O R V A L V E GA S M A N H O L E HA N D H O L E FI B E R / C O M M . M A N H O L E MA I L B O X FU E L T A N K EL E C T R I C A L O U T L E T SB SO I L B O R I N G LI G H T P O L E Suite Living Hastings 33rd Street West & Vermillion Street (U.S. Hwy No. 61), Hastings, Dakota County, MN 55033 1824 Buerkle Road, White Bear Lake, MN 55110 Suite Living/Hampton Companies, LLC N 60 15 30 0 15 30 SC A L E I N F E E T VI I I - 1 0 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 Width Varies C=237.39 CB=S81°30' 4 7 " E R=373.00 Δ=37°06'36 " 241.59 C= 7 4 . 5 7 CB = N 2 6 ° 0 4 ' 4 1 " E R= 2 2 1 7 . 0 2 Δ= 1 ° 5 5 ' 3 8 " 74 . 5 7 LOT 1 BLOCK 1 N0 0 ° 1 0 ' 5 1 " W 9 1 8 . 3 4 S0 0 ° 1 0 ' 5 1 " E 1 7 2 1 . 8 5 N85°44'18"W 313.08 E L i n e o f O U T L O T C , CO U N T Y C R O S S R O A D S CE N T E R A D D I T I O N Found 1/2 Inch Iron Pipe w/Cap No. 9294 Found 1/2 Inch Iron Pipe Found 1/2 Inch Iron Pipe Fou n d 1 / 2 I n c h Iro n P i p e W L i n e o f S e c . 3 , T w p . 1 1 4 , R n g . 1 7 NW Corner of Sec. 3, Twp. 114, Rng. 17 W 1/4 Corner of Sec. 3, Twp. 114, Rng. 17 Side w a l k E a s e m e n t per D o c . N o . 9 4 1 9 2 0 Utility Easement Per Doc. No. 3550672 18.12 N34° 0 3 ' 3 7 " W 19.6 5 SUITE LIVING OF HASTINGSKNOWALLPERSONSBYTHESEPRESENTS:ThLandcoInvestmentsofHastings,LLC,aMinnesotalimitedliabilitycompany,feeownerof the following described property: OUTLOT C, COUNTY CROSSROADS CENTER ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as SUITE LIVING OF HASTINGS and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements as created by this plat. InwitnesswhereofsaidLandcoInvestmentsofHastings,LLC,aMinnesotalimitedliabilitycompany,hascausedthesepresentstobesignedbyits proper officer this day of , 20. Landco Investments of Hastings, LLC By: Its STATE OF , COUNTY OF The forgoing instrument was acknowledged before me this day of , 20, By:, of Landco Investments of Hastings, LLC, a Minnesota limited liability company, on behalf of the company. My Commission Expires: Notary Public, Signature Notary Public, Printed Name Notary Public County, SURVEYORS CERTIFICATE IRoryL.Synstelien,doherebycertifythatthisplatwaspreparedbymeorundermydirectsupervision;thatIamadulyLicensedLandSurveyor intheStateofMinnesota;thatthisplatisacorrectrepresentationoftheboundarysurvey;thatallmathematicaldataandlabelsarecorrectly designatedonthisplat;thatallmonumentsdepictedonthisplathavebeen,orwillbecorrectlysetwithinoneyear;thatallwaterboundariesand wetlands,asdefinedinMinnesotaStatutes,Section505.01,Subd.3,asofthedateofthesurveyor'scertificationareshownandlabeledonthis plat; and all public ways are shown and labeled on this plat. Dated this day of , 20. Rory L. Synstelien, Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 20, by Rory L. Synstelien, a Licensed Land Surveyor. My Commission Expires: Notary Public, Signature Notary Public, Printed Name Notary Public County, CITY COUNCIL OF HASTINGS, COUNTY OF DAKOTA, STATE OF MINNESOTA This plat was approved by the City Council of Hastings Minnesota at a regular meeting thereof held this day of , 20, and hereby certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:, Mayor By: , City Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20. By Todd B. Tollefson, Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on real estate hereinbefore described, have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered on this day of , 20. By Amy A. Koethe, Director, Department of Property Taxes and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of SUITE LIVING OF HASTINGS was filed in the office of the County Recorder for public record on thisday of , 20, at o'clockM. and was duly filed in Bookof Plats, Page, as Document Number . By Amy A. Koethe, County Recorder Denotes a Cast Iron Monument. Denotes a set Nail with Disk Marked "RLS 44565" N Bearings are based on the East Line of OUTLOTC, COUNTY CROSSROADS CENTER ADDITION having an assumed bearing of S 00°24'24" E. Denotes a Found Iron Monument (Type as shown on plat) Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565"Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and being 10 feet in width and adjoining right of way lines unless otherwise indicated, as shown on this plat. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE 10 5 5 10 VICINITY MAP SEC. 3 - T114- R17 DAKOTA COUNTY, MINNESOTA N NOT TO SCALE 60 1530 0 15 30 SCALE IN FEET VIII-10 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C0.0 TITLE SHEET .. .. .. .. .. .. SUITE LIVING HASTINGS HASTINGS, MINNESOTA SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET SITE LOCATION SITE LOCATION MAP N SITE SURVEYV1.0 UTILITY PLANC4.0 ISSUED FOR: CITY SUBMITTAL DEVELOPER / PROPERTY OWNER: ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 CONTACT: ROBBIE LATTA 612-615-0060 SURVEYOR: GEOTECHNICAL ENGINEER: SWPPP - EXISTING CONDITIONSSW1.0 GRADING PLANC3.0 C5.0 C5.1 L1.0 CIVIL DETAILS LANDSCAPE PLAN SWPPP - PROPOSED CONDITIONSSW1.1 SWPPP - DETAILSSW1.2 C2.0 SITE PLAN SWPPP - NARRATIVESW1.3 CIVIL DETAILS C1.0 REMOVALS PLAN C5.2 CIVIL DETAILS Know what's R SWPPP - ATTACHMENTSSW1.4 SWPPP - ATTACHMENTSSW1.5 HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVENUE S MINNEAPOLIS, MN 55407 CONTACT: PAUL GIONFRIDDO 612-729-2959 L1.1 LANDSCAPE PLAN NOTES & DETAILS ARCHITECT: ROSA ARCHITECTURAL GROUP, INC. 1084 STERLING STREET ST. PAUL, MN 55119 CONTACT: RUSSELL ROSA ROSAARCHGRP@MSN.COM 651-739-7988 CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 CONTACT: RORY SYNSTELIEN 612-615-0060 SUITE LIVING/HAMPTON COMPANIES, LLC 1824 BUERKLE ROAD WHITE BEAR LAKE, MN 55110 CONTACT: JEREMY LARSON 612-253-8924 VIII-10 ALL EXISTINGUTILITYLOCATIONSSWAN ARE APPROXIMATE.CONTACT'GOPHERSTATEONECALL’ (651-454-0002OR800-252-1166)FORUTILITYLOCATIONS. 48 HOURSPRIORTO CONSTRUCTION.THE CONTRACTOR SHALL REPAIROR REPLACE ANYUTILITIES THAT AREDAMAGEDDURINGCONSTRUCTIONATNO COSTTOTHEOWNER. below.Call before you dig. SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 18" RCP 18" R C P 6" D I P 6" D I P 6" DIP 8" D I P NO BUILDINGS Address: 33rd Street West & Highway 61 P.I.D. 191840000030 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 33RD ST W (A Public R/W ) ( W i d t h V a r i e s ) VE R M I L L I O N S T (U . S . H W Y N O . 6 1 ) (A P u b l i c R / W ) [B] Bituminous Drive Crosses Property Line 15" R C P Drainage & Utility Easement Per Plat Drainage & Utility Easement Per Plat 6" DIP Concrete Sidewalk [A] Concrete Sidewalk Lies on Property 8" D I P 8" D I P 36 " R C P 1 0 " P V C Bituminous Drive Co n c r e t e M e d i a n 241.59 Δ=37°06' 3 6 " R=373.00 CB=S 8 1 ° 3 0 ' 4 7 " E C=237.39 Δ= 1 ° 5 5 ' 3 8 " 74 . 5 7 R= 2 2 1 7 . 0 2 Billboard 8" San. 12" R C P [C] Watermain Crosses Through Property Unknown Utility Manholes SANITARY STUB PER AS-BUILTS. FIELD VERIFY REMOVALS LEGEND: Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 N REVISION SUMMARY DATE DESCRIPTION C1.0 REMOVALS PLAN .. .. .. .. .. .. Know what's R REMOVAL NOTES: CITY OF HASTINGS REMOVAL NOTES: SW1.0 - SW1.5 EROSION CONTROL NOTES: DL TREE PROTECTION N T S 25' DRIPLINE WIDTH POSTS AND FENCING EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE TREE PROTECTION SIGN, TYP. TREE DRIPLINE, OR CONSTRUCTION LIMITS 1 VIII-10 SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 18" RCP 18" R C P 6" D I P 6" D I P 6" DIP 8" D I P NO BUILDINGS Address: 33rd Street West & Highway 61 P.I.D. 191840000030 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 33RD ST W (A Public R/W ) ( W i d t h V a r i e s ) VE R M I L L I O N S T (U . S . H W Y N O . 6 1 ) (A P u b l i c R / W ) [B] Bituminous Drive Crosses Property Line 15" R C P Drainage & Utility Easement Per Plat Drainage & Utility Easement Per Plat 6" DIP Concrete Sidewalk [A] Concrete Sidewalk Lies on Property 8" D I P 8" D I P 36 " R C P 1 0 " P V C Bituminous Drive Co n c r e t e M e d i a n 241.59 Δ=37°06' 3 6 " R=373.0 0 CB=S8 1 ° 3 0 ' 4 7 " E C=237.39 Δ= 1 ° 5 5 ' 3 8 " 74 . 5 7 R= 2 2 1 7 . 0 2 8" San. 12" R C P SANITARY STUB PER AS-BUILTS. FIELD VERIFY Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN .. .. .. .. .. .. SITE AREA TABLE: SITE LAYOUT NOTES: SITE PLAN LEGEND: N Know what's R CITY OF HASTINGS SITE SPECIFIC NOTES: OPERATIONAL NOTES: SNOW REMOVAL ALL SNOW SHALL BE STORED ON-SITE OUTSIDE PARKING LOT. WHEN FULL, REMOVAL CO. SHALL REMOVE EXCESS OF-SITE TRASH REMOVAL: TRASH SHALL BE PLACED IN EXTERIOR TRASH AREA AND REMOVED BY COMMERCIAL CO. WEEKLY. DELIVERIES: DELIVERIES SHALL OCCUR AT THE FRONT DOOR VIA STANDARD COMMERCIAL DELIVERY VEHICLES (UPS, FED-EX, USPS). VIII-10 MATCH INGCUSft NDGUTTER APRO. MATCHEXISTING GUTTER TYP SURMOUNTABLE TRASH URE PATIO C.SIDEWALK.TYP CONC.SIDEWALK,TYP 14.81 CONC.PATIO 6 DECORATIVEFENCE FENCEGATE,TYP NC.SIDEWALK.TYP B612CURB AND GUTTER.TYP. ARCH'L PLANS FOR DETAILS TRANSFORMER PADS.COORD W/MECHANICAL AND UTILITY CO.FOR EXACTLOCATION rCHSTREET J-KINDPER,TANOARDS MATCHEXISTINGB|T PVNT. 3'CURffTAPER,TYP ACCESSIBLEPARKING SPACE.INCL. SIGNAGE.STRIPING ANDRAMPS CONCRETESIDEWALK PERCljTYSTANDARDS MATCHEXISTING ?CURBTAPER.TYP. 1.RESERVEDFORCITYSPECIFICREMOVAL NOTES. 1.ALLEXISTINGUTILITYLOCATIONSSHOWNAREAPPROXIMATE. CONTACT’GOPHERSTATEONECALL'(6514S4-0D02OR 800-252-1166)FORUTILITYLOCATIONS,48HOURSPRIORTO CONSTRUCTION.THECONTRACTORSHALLREPAIROR REPLACEANYUTILITIES THAT AREDAMAGEDDURING CONSTRUCTIONAT NO COST TOTHEOWNER. 2.CONTRACTORSHALLVERIFYLOCATIONS ANDLAYOUTOFALL SITEELEMENTSPRIORTOBEGINNINGCONSTRUCTION, INCLUDINGBUTNOTLIMITEDTO.LOCATIONSOFEXISTINGAND PROPOSEDPROPERTYLINES.EASEMENTS.SETBACKS. UTILITIES.BUILDINGS ANDPAVEMENTS.CONTRACTORIS RESPONSIBLEFOR FINALLOCATIONSOF ALL ELEMENTSFOR THESITE.ANYREVISIONSREQUIRED AFTER COMMENCEMENT OFCONSTRUCTION.DUETOLOCATIONAL ADJUSTMENTSSHALL BECORRECTEDAT NOADDITIONALCOSTTOOWNER. ADJUSTMENTSTOTHELAYOUTSHALLBE APPROVEDBYTHE ENGINEER'LANDSCAPE ARCHITECT PRIORTOINSTALLATIONOF MATERIALS.STAKE LAYOUTFORAPPROVAL. 3.THECONTRACTOR SHALL OBTAINALL NECESSARY PERMITS PRIORTOCONSTRUCTION.INCLUDINGA RIGHT-OF-WAYAND STREETOPENINGPERMIT. 4.THECONTRACTORSHALLVERIFYRECOMMENDATIONSNOTED INTHEGEOTECHNICAL REPORT PRIORTOINSTALLATIONOF SITEIMPROVEMENTMATERIALS. 5.CONTRACTORSHALL FIELDVERIFYCOORDINATES AND LOCATIONDIMENSIONS&ELEVATIONSOFTHEBUILDINGAND STAKEFORREVIEWANDAPPROVALBYTHEOWNERS REPRESENTATIVEPRIORTOINSTALLATIONOF FOOTING MATERIALS. 6.LOCATIONSOF STRUCTURES.ROADWAY PAVEMENTS.CURBS ANDGUTTERS.BOLLARDS AND'WALKS AREAPPROXIMATE AND SHALLBESTAKEDINTHEFIELD,PRIORTOINSTALLATION,FOR REVIEWANDAPPROVALBYTHEENGINEER1ANDSCAPE ARCHITECT. 7.CURBDIMENSIONSSHOWNARETOFACEOFCURB.BUILDING DIMENSIONSARE TOFACE OF CONCRETE FOUNDATION. LOCATIONOF BUILDINGISTOBUILDINGFOUNDATIONAND SHALL BEASSHOWNONTHEDRAWINGS. 8.THECONTRACTOR SHALLSUBMITSHOPDRAWINGSOR SAMPLESASSPECIFIEDFORREVIEWANDAPPROVAL BYTHE ENGINEER'LANDSCAPE ARCHITECTPRIORTOFABRICATIONFOR ALLPREFABRICATEDSITEIMPROVEMENTMATERIALS SUCHAS. BUTNOTLIMITEDTOTHEFOLLOWING,FURNISHINGS, PAVEMENTS,WALLS.RAILINGS,BENCHES.FLAGPOLES,LANDING PADSFORCURBRAMPS,ANDLIGHT ANDPOLES-THEOWNER RESERVESTHERIGHTTOREJECTINSTALLEDMATERIALSNOT PREVIOUSLY APPROVED. CivilSiteGROUP 9.PEDESTRIANCURB RAVPS SHALL BECONSTRUCTEDWITH TRUNCATEDDOMELANDINGAREASIN ACCORDANCEWITH A.D.A.REQUIREMENTS-SEEDETAIL. 10.CROSSWALKSTRIPINGSHALLBE24''WIDEWHITEPAINTEDLINE. SPACED48’ONCENTERPERPENDICULAR TOTHEFLOWOF TRAFFIC.'WIDTHOFCROSSWALKSHALLBE 5'WIDE.ALLOTHER PAVEMENTMARKINGSSHALL BEWHITEINCOLOR UNLESS OTHERWISENOTEDORREQUIREDBY ADA OR LOCAL GOVERNINGBODIES. 11.SEESITEPLANFORCURB ANDGUTTERTYPE.TAPERBETWEEN CURBTYPES-SEEDETAIL 12.ALL CURBRADII AREMINIMUM3'UNLESSOTHERWISENOTED. 13.CONTRACTORSHALLREFERTOFINAL PLATFORLOT BOUNDARIES,NUMBERS,AREAS ANDDIMENSIONSPRIORTO SITEIMPROVEMENTS. 14.FIELDVERIFYALL EXISTINGSITECONDITIONS.DIMENSIONS. 15.PARKINGISTO BESETPARALLELOR PERPENDICULARTO EXISTINGBUILDINGUNLESS NOTEDOTHERWISE. 16.ALL PARKINGLOTPAINTSTRIPPINGTOBEWHITE.4’WIDETYP. 17.BITUMINOUSPAVINGTOBE "LIGHT DUTY"UNLESSOTHERWISE NOTED.SEEDETAILSHEETSFOR PAVEMENT SECTIONS. 18.ALLTREESTHATARETOREMAINARETOBEPROTECTEDFROM DAMAGEWITHACONSTRUCTIONFENCE ATTHEDRIPLINE.SEE LANDSCAPEDOCUMENTS. IMPERVIOUSSURFACE SITEAREACALCULATIONS BUILDINGCOVERAGE ALLPAVENtNTS ALLNON-PAVEMENTS EXISTINGCONDITION 0 SF 0.0% 1174SF 1.096 117.060 SF 99.0% PROPOSED CONDITION 21006 SF 17.8% 19,926 SF 169% 77,302 SF 65.4% TOTALSITEAREA UB234 SF !(».(«118,234 SF 100.0% EXISTINGCONDITION 1174SF 1.0% PROPOSEDCONDITION 40.932 SF 34 6% DIFFERENCE(EX.VSPROP.)39,758 SF 33.6% I I I I I I I II SPECIALTYPAVEMENT (IF APPLICABLE)-PROVIDEBID FOR THE FOLLOWINGOPTIONS.INCLUDEVARIATIONS OFBASEMATERIAL ANDOTHERNECESSARY COMPONENTS. 1.STAMPED&COLOREDCONCRETE 2.CONCRETE PAVERS MAKERS.COLORS.MODELS.8 PATTERNTOBE INCLUDEDINSHOPDRAWINGSUBMITTALPRIORTO CONSTRUCTION. PERVIOUSPAVEMENT(|F APPLICABLE)-CONCRETE PAVERPERVIOUSSYSTEM.INCLUDEALLBASE MATERIALANDAPPURTENANCES ASSPECIFIEDPER MANUFACTURERSPECIFICATIONS8 INSTRUCTIONS. MAKE BELGARD,OREQUlVlLANT MODEL:AOUASTONE.OR EQUlVlLANT COLOR:T.B.D,-PROVIDESAMPLES.SHOP DRAWINGS8 PRODUCTDATA REQUIREDPRIOR TOCONSTRUCTION. LIGHTDUTYBITUMINOUSPAVEMENT(IF APPLICABLE). SEEGEOTECHNICALREPORTFOR AGGREGATEBASE 8 WEARCOURSEDEPTH,SEEDEATIL. HEAVYDUTY BITUMINOUS PAVEMENT(IF APPLICABLE). SEEGEOTECHNICALREPORT FOR AGGREGATEBASE 8 WEARCOURSEDEPTH.SEEDETAIL. CONCRETEPAVEMENT(IF APPLICABLE)AS SPECIFIED(PADORWALK)SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE8 CONCRETE DEPTHS.WITHINROWSEECITYDETAIL.WITHIN PRIVATEPROPERTY SEECSGDETAIL PROPERTYLINE CONSTRUCTIONLIMITS CURBANDGUTTER-SEE NOTES(T.O.)TIPOUT GUTTERWHEREAPPLlCABLE-SEEPLANthTRAFFICDIRECTIONALARROWPAVEMENTMARKINGS SIGNANDPOST ASSEMBLY.SHOPDRAWINGSREQUIRED. HC=ACCESSIBLESIGN NP=NO PARKINGFIRELANE ST=STOP CP=COMPACTCARPARKINGONLY ACCESSIBILITYARROW (IF APPLICABLE)DONOT PAINT. SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 18" RCP 18" R C P 6" D I P 6" D I P 6" DIP 8" D I P NO BUILDINGS Address: 33rd Street West & Highway 61 P.I.D. 191840000030 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 33RD ST W (A Public R/ W ) ( W i d t h V a r i e s ) VE R M I L L I O N S T (U . S . H W Y N O . 6 1 ) (A P u b l i c R / W ) [B] Bituminous Drive Crosses Property Line 15" R C P Drainage & Utility Easement Per Plat Drainage & Utility Easement Per Plat 6" DIP Concrete Sidewalk [A] Concrete Sidewalk Lies on Property 8" D I P 8" D I P 36 " R C P 1 0 " P V C Bituminous Drive Co n c r e t e M e d i a n 241.59 Δ=37°06' 3 6 " R=373.00 CB=S 8 1 ° 3 0 ' 4 7 " E C=237.39 Δ= 1 ° 5 5 ' 3 8 " 74 . 5 7 R= 2 2 1 7 . 0 2 8" San. 12" R C P SANITARY STUB PER AS-BUILTS. FIELD VERIFY Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C3.0 GRADING PLAN .. .. .. .. .. .. GENERAL GRADING NOTES: GRADING PLAN LEGEND: GROUNDWATER INFORMATION: CITY OF HASTINGS GRADING NOTES: SW1.0 - SW1.5 EROSION CONTROL NOTES: N Know what's R EOF=1135.52 VIII-10 827.51 M 827.82 ME/G 25 MATCH SIDEW. 28.66 MA 828.7 -829 829.38 830 29,21-G82^829 MATCH 828.4032.00 MA-^28.28 LP MATCH 831.12 831.13 832.00 DOOR 829829 830.79 G 832.00 DOOR 1.83 831.80 >-830.50 MAT(1824.50 830.50 830.50 ECF 824.50 824.50 MATCH 830.32 MATCH MATCH 830.50 MATCH 827.56 ME/Gx-827.61 ME/G 830.29 MATCH 1.10 G G/TG 1.CONTRACTOR SHALL VERIFY ALL BUlLDWGELEVATIONS.(FFE,LFE.GFE).PRIORTOCONSTRUCTIONBY CROSS CHECKINGWITH ARCHITECTURAL,STRUCTURAL ANDCIVILELEVATIONSFOR EQUIVALENT‘100"ELEVATIONS.THISMUSTBE DONE PRIORTOEXCAVATION ANDINSTALLATIONOF ANY FOOTINGMATERIALS.VERIFICATIONOFTHSCOORDINATIONSHALL BE CONFIRMEDINWRITINGBY CIVIL, SURVEYOR,ARCHITECTURAL,STRUCTURAL ANDCONTRACTORPRIOR TOCONSTRUCTION. 2.ALL EXISTINGUTILITYLOCATIONSSHOWNARE APPROXIMATE.CONTACT'GOPHERSTATEONE CALL'(651-454-C002OR 800-252-1166)FOR UTILITYLOCATIONS.48 HOURSPRIORTO CONSTRUCTION.THECONTRACTORSHALLREPAIRORREPLACE ANYUTILITIESTHAT ARE DAMAGEDDURINGCONSTRUCTIONAT NOCOSTTOTHEOWNER. 3.SEE SITEPLANFOR HORIZONTALLAYOUT&GENERAL GRADINGNOTES. 4.THECONTRACTORSHALLCOMPLETE THESITEGRADINGCONSTRUCTION(INCLUDINGBUTNOTLIMITEDTOSITEPREPARATION SOIL CORRECTION.EXCAVATION.EMBANKMENT.ETC.)IN ACCORDANCEWITHTHEREQUIREMENTSOF THEOWNERS SOILSENGINEER.ALL SOIL TESTINGSHALLBECOMPLETEDBYTHEOWNERS SOILSENGINEER.THECONTRACTOR SHALLBE RESPONSIBLE FOR COORDINATINGALL REQUIREDSOILTESTS ANDINSPECTIONSWITHTHESOILSENGINEER. 5.ANYELEMENTSOFANEARTHRETENTIONSYSTEMANDRELATEDEXCAVATIONSTHAT FALLWITHINTHEPUBLICRIGHTOFWAYWILL REQUIRE A'RIGHTOFWAY EXCAVATIONPERMIT.CONTRACTORISRESPONSIBLE FOR AQUIRINGTHISPERMITPRIORTOCONSTRUCTION IF APPLICABLE 6.ALL EXISTINGUTILITYLOCATIONSSHOWNAREAPPROXIMATE.CONTACT'GOPHERSTATEONECALL'(651^54-0002 OR800-252-1166)FOR UTILITYLOCATIONS.48 HOURSPRIORTO CONSTRUCTION.THECONTRACTORSHALLREPAIRORREPLACE ANYUTILITIESTHAT ARE DAMAGEDDURINGCONSTRUCTIONAT NOCOSTTOTHEOWNER. 3.GRADINGANDEXCAVATIONACTIVITIESSHALLBEPERFORMEDINACCORDANCEWITHTHENATIONALPOLLUTIONDISCHARGEELIMINATION SYSTEM(NPDES)PERMITREQUIREMENTS&PERMITREQUIREMENTSOF THECITY. 4.PROPOSEDSPOTGRADES AREFLOW-LINEFINISHEDGRADEELEVATIONS.UNLESSOTHERWISENOTED. 5.GRADES OF WALKSSHALL BE INSTALLEDWITH5%»AAX.LONGITUDINALSLOPE AND1%MIN.AND2%MAX.CROSS SLOPE.UNLESS OTHERWISENOTED. 6.PROPOSEDSLOPES SHALL NOT EXCEED3:1UNLESS INDICATEDOTHERWISEONTHEDRAWINGS.MAXIMUMSLOPESINMAINTAINEDAREAS IS4:1 7.PROPOSEDRETAININGWALLS,FREESTANDINGWALLS.ORCOMBINATIONOFWALLTYPESGREATERTHAN4’|N HEIGHTSHALLBE DESIGNEDANDENGINEEREDBYA REGISTEREDRETAININGWALLENGINEER.DESIGNDRAWINGSSHALL BESUBMITTEDFORREVIEWAND APPROVAL PRIORTOCONSTRUCTION. 8.THECONTRACTORSHALLBERESPONSIBLEFORMAINTENANCEOFGRADESTAKESTHROUGHOUTTHEDURATIONOFCONSTRUCTIONTO ESTABLISHPROPERGRADES.THECONTRACTORSHALL ALSOBERESPONSIBLEFORA FINALFIELDCHECKOF FINISHEDGRADES ACCEPTABLETOTHEENGINEER!ANDSCAPEARCHITECTPRIORTOTOPSOIL ANDSODDINGACTIVITIES. 9.IFEXCESSORSHORTAGEOFSOILMATERIALEXISTS.THECONTRACTORSHALLTRANSPORTALLEXCESSSOILMATERIALOFFTHESITETO ANAREASELECTEDBYTHECONTRACTOR.ORIMPORTSUITABLEMATERIALTOTHESITE. 10.EXCAVATETOPSOILFROMAREASTOBEFURTHEREXCAVATEDORREGRADEDANDSTOCKPILEINAREASDESIGNATEDONTHESITE.THE CONTRACTORSHALLSALVAGEENOUGHTOPSOILFORRESPREADINGONTHESITEASSPECIFIED.EXCESSTOPSOILSHALLBEPLACEDIN EMBANKMENTAREAS.OUTSIDEOFBUILDINGPADS ROADWAYS ANDPARKINGAREAS.THECONTRACTORSHALLSUBCUTCUT AREAS. WHERETURFISTOBEESTABLISHED.TOA DEPTHOF6INCHES.RESPREADTOPSOILIN AREASWHERETURFISTOBEESTABLISHEDTOA MINIMUMDEPTHOF6 INCHES. 11.FINISHEDGRADINGSHALLBE COMPLETED.THECONTRACTORSHALLUNIFORMLYGRADE AREASWITHINLIMITSOFGRADING.INCLUDING ADJACENTTRANSITIONAREAS.PROVIDE ASMOOTHFINISHEDSURFACEWITHINSPECIFIEDTOLERANCES.WITHUNIFORMLEVELSOR SLOPESBETWEENPOINTSWHEREELEVATIONS ARESHOWN.ORBETWEENSUCHPOINTS ANDEXISTINGGRADES.AREASTHATHAVEBEEN FINISHGRADEDSHALLBE PROTECTEDFROMSUBSEQUENT CONSTRUCTIONOPERATIONS.TRAFFICANDEROSION.REPAIRALL AREAS THATHAVEBECOMERUTTEDBYTRAFFICORERODEDBYWATERORHASSETTLEDBELOV/THECORRECTGRADE.ALL AREASDISTURBED BYTHECONTRACTORSOPERATIONSSHALLBERESTOREDTOEQUALORBETTERTHANORIGINALCONDITIONOR TOTHEREQUIREMENTS OFTHENEWWORK. 12.PRIORTOPLACEMENTOFTHE AGGREGATEBASE.A TESTROLLWILLBE REQUIREDONTHESTREETAND/ORPARKINGAREA SUBGRADE. THECONTRACTORSHALLPROVIDE ALOADEDTANDEM AXLE TRUCKWITHAGROSSWEIGHTOF 25 TONS.THETEST ROLLINGSHALLBE AT THEDIRECTIONOF THESOILSENGINEERANDSHALL BECOMPLETEDIN AREAS ASDIRECTEDBY THESOILSENGINEER.THESOILS ENGINEERSHALLDETERMINE'WHICHSECTIONSOFTHESTREETORPARKINGAREAAREUNSTABLE.CORRECTIONOFTHESUBGRADE SOILSSHALLBE COMPLETEDINACCORDANCEWITHTHEREQUIREMENTSOFTHE SOILSENGINEER.NOTESTROLLSHALLOCCURWITHIN 10-OF ANY UNDERGROUNDSTORMRETENTIOMDETENTIONSYSTEMS. 13.TOLERANCES 13.1.THE BUILDINGSUBGRADEFINISHEDSURFACEELEVATIONSHALLNOTVARY BY MORETHAN 0.30FOOTABOVE.OR0.30FOOT BELOW THEPRESCRIBEDELEVATIONATANYPOINTWHEREMEASUREMENTIS MADE. 13.2.THESTREETORPARKINGAREASUBGRADEFINISHEDSURFACEELEVATIONSHALLNOTVARYBYMORETHAN0-05FOOT ABOVE OR 0.10FOOTBELOW.THEPRESCRIBEDELEVATIONOF ANYPOINTWHEREMEASUREMENT ISMADE. 13.3.AREAS WHICHARETORECEIVETOPSOILSHALLBE GRADEDTOWITHIN0.30FOOT ABOVEOR BELOW THEREQUIREDELEVATION. UNLESSDIRECTEDOTHERWISE BYTHEENGINEER. 13.4.TOPSOILSHALLBEGRADEDTOPLUSORMINUS1/2INCHOF THESPECIFIEDTHICKNESS. 14.MAINTENANCE 14.1.THE CONTRACTORSHALL PROTECT NEWLY GRADEDAREAS FROMTRAFFICAND EROSION.ANDKEEP AREA FREEOF TRASH AND DEBRIS. 14.2.CONTRACTORSHALLREPAIRANDREESTABLISHGRADESINSETTLED,ERODEDANDRUTTEDAREASTOSPECIFIEDTOLERANCES. DURINGTHECONSTRUCTION.IFREQUIRED.ANDDURINGTHEWARRANTYPERIOD.ERODEDAREASWHERETURF ISTOBE ESTABLISHEDSHALL BERESEEDEDANDMULCHED. 14.3.WHERECOMPLETEDCOMPACTED AREAS ARE DISTURBEDBY SUBSEQUENT CONSTRUCTIONOPERATIONSOR ADVERSEWEATHER. CONTRACTORSHALLSCARIFY SURFACE.RESHAPE.ANDCOMPACTTOREQUIREDDENSITYPRIORTOFURTHERCONSTRUCTION. —1125 EX.1'CONTOUR ELEVATONINTERVAL 1137 1V CONTOURELEVATIONINTERVAL V_4I 26 SPOTGRADEELEVATION(GUTTERFLOWLINE UNLESSOTHERWISE NOTED) 891.00 G SPOTGRADEELEVATIONGUTTER 891.00 TC SPOTGRADEELEVATIONTOPOFCURB 891.00 BS/TS SPOTGRADEELEVATIONBOTTOMOFSTAIRS/TOPOFSTAIRS 891.00 ME SPOTGRADEELEVATIONMATCHEXISTING GRADEBREAX’H|GH P0|NTS CURB ANDGUTTER(T.O=TIPOUT| 1.RESERVEDFOR CITYSPECIFICGRADINGNOTES. SEESWPPPONSHEETS PERGEOTECHNICALREPORTBYHAUGOGEOTECHNICAL SERVICES.INC.,DATED07/25/22 GROUNDWATERWASNOTOBSERVED. CivilSiteGROUP a 6" COMBINED DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 6"X6" TEE 1P - INFILTRATION BASIN 1 EOF=830.50 BOTTOM=824.40 OVER-EXCAVATE TO POORLY GRADED SAND SOILS APPROX. INVERT 826.20 (SEE SOIL BORING 4) 100-YEAR HWL=829.03 STORAGE BELOW OUTLET=8,353 CF MIN. BOTTOM AREA=1,274 SF 3:1 SIDE SLOPES (MAX.) CBMH 3 RIM=828.59 IE=825.43 CB 4 RIM=828.41 IE=825.77 67 LF 12" HDPE STORM @ 0.50% 182 LF 15" HDPE STORM @ 0.25% MH 2 RIM=XXX.XX IE=824.98FES 1 OUTLET=824.50 191 LF 15" HDPE STORM @ 0.25% OCS 11 OUTLET=827.70 252 LF 15" HDPE STORM @ 2.83% MAKE CONNECTION TO EXISTING STORM CATCH BASIN RIM=827.55 EX IE(NE/E/SW)=820.56 PROP IE(S)=820.56 BENDS AS REQUIRED MAKE WET TAP CONNECTION TO EXISTING 8" WATERMAIN, COORD. W/ CITY HYD & GV, TYP. UTILITY CROSSING. MAINTAIN 18" MINIMUM SEPARATION. LOWER AND INSULATE WATER SERVICE AS NECESSARY STUB SANITARY TO 5' FROM BUILDING IE @ STUB=822.74 COORD. W/MECH'L 168 LF 6" SCH40 PVC SANITARY SERVICE @ 2.00% MAKE CONNECTION TO EXISTING SANITARY SEWER EX IE (N)=819.30 (FIELD VERIFY) PROP IE (SW)=819.38 COORDINATE WITH CITY UTILITY CROSSING. TOP OF SAN=819.88 INV OF STORM=825.62 MAINTAIN 18" MINIMUM SEPARATION. UTILITY CROSSING. MAINTAIN 18" MINIMUM SEPARATION. LOWER AND INSULATE WATER SERVICE AS NECESSARY INSTALL VALVE ON EXISTING PIPE SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 18" RCP 18" R C P 6" D I P 6" D I P 6" DIP 8" D I P NO BUILDINGS Address: 33rd Street West & Highway 61 P.I.D. 191840000030 P.I.D. 191840001080 Address: 375 33RD ST W Owner: Terry Investments Existing Building N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 33RD ST W (A Public R/ W ) ( W i d t h V a r i e s ) (U . S . H W Y N O . 6 1 ) [B] Bituminous Drive Crosses Property Line 15" R C P Drainage & Utility Easement Per Plat Drainage & Utility Easement Per Plat 6" DIP Concrete Sidewalk [A] Concrete Sidewalk Lies on Property 8" D I P 36 " R C P Monument Sign 1 0 " P V C Bituminous Parking Lot Co n c r e t e M e d i a n 241.59 Δ=37°06' 3 6 " R=373.00 CB=S 8 1 ° 3 0 ' 4 7 " E C=237.39 8" San. 12" R C P SANITARY STUB PER AS-BUILTS. FIELD VERIFY Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN .. .. .. .. .. .. GENERAL UTILITY NOTES: UTILITY LEGEND: CITY OF HASTINGS UTILITY NOTES:N Know what's R VIII-10 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C5.0 CIVIL DETAILS .. .. .. .. .. .. 4 1.0 1.4 1.9 1.4 1.0 -- 6 2.1 3.0 4.3 3.0 1.6 1.0 - 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 6 3.8 5.3 7.6 5.4 2.9 1.5 1.0 THRUST BLOCK N T S7 UTILITY PIPE INSULATION DETAIL N T S8 DOWELED JOINT BETWEEN TWO PAVEMENTS N T S "D" - DENOTES DOWEL DIAMETER "T" - DENOTES PAVEMENT THICKNESS NOTES: 1.EITHER ONE PIECE OR THREADED SPLIT-TYPE DOWEL MAY BE USED. 2.USED THICKENED EDGE ON NEW PAVEMENT WHEN EXISTING PAVEMENT HAS THICKENED EDGE. JOINT SEALANT DETAIL DRILL & GROUT DOWEL PAINT & OIL END OF DOWEL DOWEL SCHEDULE DOWEL SIZE DIA.LENGTH SPACING 8" OR LESS 34"16"12" 0.C. 9" - 11"1"16"12" 0.C. 12"-15"1-1/4"20"15" O.C. 16" OR MORE 1-1/2"20"18" O.C. "T " "T " / 2 + / - " D " / 2 3 JOINT SEALANT DETAILS N T S NOTES: 1.SEPARATING TAPE OR BACKER MATERIAL REQUIRED TO PREVENT JOINT SEALANT FROM FLOWING INTO SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 2.TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT. D W T W= WIDTH OF SEALANT RESERVOIR 1/2" MINIMUN 5/8" MAXIMUM EXCEPT FOR 3/4" EXPANSION JOINTS D= DEPTH OF SEALANT 1.0 TO 1.5 TIMES W T= DEPTH OF INTIAL SAWCUT, 1/4 OF THE SLAB THINKNESS FOR PAVEMENT LESS THAN 12" POURED JOINT SEALANT SEPARATING TAPE SEE NOTE 1 SEE NOTE 2 POURED JOINT SEALANT SEE NOTE 2 BACKER MATERIAL SEE NOTE 1 4 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A)BASE (B)AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 1 LIGHT DUTY 1.5"2.0"6.0" HEAVY DUTY 2.0"2.0"8.0" 6" 3' - 6 " 2' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N 1/ 2 " ACCESSIBLE SIGN AND POST N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE COMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICA SAND MATERIAL VARIES, SEE PLAN & DETAILS 10° SLOPE, TYP. ALL AROUND 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OF APPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEAL SHIELD" PLASTIC COVER. GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED METAL SIGN ACCORDING TO MN STATE CODE GALVANIZED STEEL FASTENER (TYP. OF 2) EXTEND POST PAST TOP OF POST 6 ACCESSIBLE PARKING PAVEMENT MARKING N T S CI T Y C O D E PE R 8' MIN. NO PARKING 8' MIN. 8' MIN. NOTE: 1.ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2.VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3.SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4.ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 5 GENERAL DETAILS NOTES: FINISHED GRADENOTES: 1.INCLUDE DOWELING BETWEEN ALL CONC. PVMTS, & CURB STRUCTURES, SEE DOWELING DETAIL. 2.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBER REINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 3.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 4.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 5.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 6.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 7.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. 8.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. 9.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. CONCRETE PVMT./WALK/PAD N T S (PRIVATE PROPERTY) PAVEMENT DESIGN TYPE CONC. (A)AGG.(B) 1.CURING: 1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING OF CONC. SURFACE. 1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-309. AT 200 S.F. PER GAL. 1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS. 2 WALKS 5"6" CONC. PVMT.X"X" PIPE BEDDING - RCP & DIP N T S10 PIPE BEDDING - PVC N T S9 VIII-10CivilSiteGROUP —NOMINAL FITTINGSIZE (INCHES) TYE.WYE, PLUG.ORCA 90'BEND. ’PLUGGED CROSS TEEPLUGGED ON RUN 45° BEND 22.5” BEND 11.25' BENDA1A2 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C5.1 CIVIL DETAILS .. .. .. .. .. .. VIII-10 PROPERTY UNE '//////A FOR NEW DEVELOPMENT LOCATE CURB BOXES10'INTO PROPERTY DEVELOPMENT A STEELFORVACANTLOTS&NEV/ CONTRACTOR SHALL PLACE FENCE POST BY EACH CURB BOX BITUMINOUS 1. 2. 3 1'OF SLACK TO ALLOW.FOR SETTLEMENT.HORIZONTAL OFFSET MAY HAVE TO BE USED IN SOME PLACES TO INSURE A MINIMUM OF 7.5 COVER OVER SERVICE UNE. BOX MUST BE ADJUSTED SO THAT THE CAP IS NO MORE THAN 2“BELOV/ FINISHED GRADE.(INCIDENTAL) A GATE VALVE BOX AND COVER MUST BE FURNISHED AND INSTALLED OVER ALL CURB STOP BOXES THAT ARE LOCATED IN DRIVEWAYS. FOR REPLACEMENT OF GALVANIZED SERVICE.CONTRACTOR SHALL INSTALL TYPE "K"COPPER OF THE SAME DIAMETER AS EXISTING OR AS DIRECTED BY THE ENGINEER City of Hastings Standard Plates WATER SERVICE CONNECTION PLATE NO.300-5 DATE SEPT,2003 DATE REVISED FEBRUARY,2010 X-SETTING INCHES PIPE DIA. INCHES 2 6 3 7 4 8 6 12 3 13 12 21 16 30 City of Hastings Standard Plates STANDARD VALVE BOX SETTING PLATE NO.300-10 DATE MARCH,2004 DATE REVISED JANUARY,2010 WALL TO BE CONSTRUCTEDOfPRECASTSECTOfJS CATCH BASK CASTING NEENAH R3C67 OR EQUAL CPATE TO BE 0.1 TO 0.17 MAX BELOW GUTTER 5'EACH SECTION DATE SEPT,2003 DATE REVISED MARCH,2012 1^7 City of Hastings/m Hastings .n..yuuu Standard Plates STANDARD CATCH BASIN PLATE NO.400-10 SIDEWALK DETAIL 3‘MIN OR AS SHOWN r*l PI ANS VARIES 4 SAND BcDDiNG 1/4'FI MIN. 1/2*FT MAX TO MAINTAIN THIS ELEVATION DIFFERENCE SOME SIDEWALK WILL HAVE TO HAVE GRADE STAKES SET By City EnGR >2 MIN I n MAX EXCAVATE TO HERE ALL TREE ROOTS and ROCK TO BE REMOVED TO A DEPTH OF 6'BELOW BOTTOMCFSIDEWALK. VARIES NORMALLY 1'0* OFFICE. SIDEWALK THRU DRIVEWAY finnfHastingsWUUUUMIVNKSOTA^ City of Hastings Standard Plates TYPICAL SIDEWALK&EXPANSION JOINT PLATE NO.500-1 DATE MARCH,2004 DATE REVISED MAY,2005 PLAN C-CLOW F-5205.TCIW A-212A OR EQUAL CASTINGS IRCW TAPPING SLEEVE K—KENNEDY SQUARE SEAL OR EQUAL CASTING IRCW TAPPING SLEEVE R-ROMAC *ssr STAINLESS STFFI TAPPING SI FFVF EXISTING PIPE "D1" 18"16"14"12”10"8"6"12”C.K.R C.K.R C,R C,R R R R 10"C.K.R C,K R C.K.R C,K R C R R R8"C.K.R C.K.R C.K.R C.K.R C.K.R C.R R 6"C.K.R C.K.R C.K.R C.K.R C.K.RC.K.R C.R 4"C.K.R C.K.R C.K.R C.K.R C.K.R C.K.R C.K.R CONCRETE PER THRUST DETAIL UNDISTURBED EARTH 8”CONCRETE BLOCK STAINLESS STEEL TAPPING SLEEVE NOTE:'CORE BLUE*BO.TS REQUIRED ON ALL BOLTS.COVER ALL BCX.TS AND NUTS WITH POLY WHERE CONTACT IS MADE WTH CONCRETE BLOCKING. THE MINIMUM COVER WILL BE DIRECTED BY THE ENGINEER. SECTION A-A COMPACTED GRANULAR BACKFILL RESCIANT WEDGE GATE VALVE CONFORMING TO AWW*C-W9-80 STANDARDS 1 STAINLESS STEEL TAPPING SLEEVE CONCRETE THRUST BLOCKING City of Hastings Standard Plates WATERMAIN WET TAP PLATE NO.300-11 DATE MARCH,2004 DATE REVISED JANUARY,2010 IDAISTKC RINGS JIM.THCK WALL JIHIWJW *€1»FRAME AND COKR-4CO LBS lE'BJ '0 VMKHCCE CO«KEC>0®a SCTW W4$t<ttClKK•T"O-RNG GAME'SMOLl€RC*HT.EXCEPTOIKOMSESPECIFIED PCUREO N FLACE PRECAST REHFORCED JOKL^ETE (64*MN OD.) “RE-CAST VAM~XE SECTICKS RE1MFCRCED CCNCREIE PER ASIM -C476 INFISHIELD (EXTERNAL)ORI4IBARRIER(INTERNAL) OR APPROVED EQUAL PER SPECIFICATIONS «101 »•£»CASTING MMUCLE FRAMES ANO COVERS SHALL«ECUAL TO KEENAH R 1642 FRAME MT-SCUD DO COVER 1642 COSS r-PE ‘8’«1M 2 COKlEAlEO PO HOES.THECOVER SMAIL 0£LETTERED "STOW St«R'f."SAKITAR'a*€R WATERTIGHT MMMCtC FRAMES AKO COVERS SMAU M COJAl TO MEEHANR-191M CATCH (CASH JASIING91AUL K CC«J*l ’0 KEMAH FRAME AM?CASTINGS<*’-3501-IB DWVEWAYISLE'FRAME AND CASTING WHERE *BEEHIVE -RATE IS SPEOFEO.CASTIKC SMALL K EOIAL TO KEMAH R-2WO-0 Fill OPENIMC BETAEEHPIPE ANO MAMHOlE MAIL TNCCKNI UCR'AR.SEWAGE SMALL M nMSHED SMOOTH DATE SEPT,2003 DATE REVISED MARCH,2012 1^7 City of Hastings/JbbtHastings .n.yuuu Standard Plates STANDARD MANHOLE PLATE NO.400-5 SECTION AA City of Hastings Standard Plates DATE APRIL,2017 COMMERCIAL &INDUSTRIAL DRIVEWAY ENTRANCE PLATE NO.600-9 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 REVISION SUMMARY DATE DESCRIPTION C5.2 CIVIL DETAILS .. .. .. .. .. .. 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Q. 18" RCP 18" R C P 6" D I P 6" D I P 6" DIP 8" D I P NO BUILDINGS Address: 33rd Street West & Highway 61 P.I.D. 191840000030 N2 7 ° 0 2 ' 3 1 " E 3 3 2 . 2 8 S0 0 ° 2 4 ' 2 4 " E 3 5 1 . 6 9 S89°35'36"W 92.99 N85°44'18"W 329.05 33RD ST W (A Public R/ W ) ( W i d t h V a r i e s ) VE R M I L L I O N S T (U . S . H W Y N O . 6 1 ) (A P u b l i c R / W ) [B] Bituminous Drive Crosses Property Line 15" R C P Drainage & Utility Easement Per Plat Drainage & Utility Easement Per Plat 6" DIP Concrete Sidewalk [A] Concrete Sidewalk Lies on Property 8" D I P 8" D I P 36 " R C P 1 0 " P V C Bituminous Drive Bituminous Parking Lot Co n c r e t e M e d i a n 241.59 Δ=37°06' 3 6 " R=373.00 CB=S 8 1 ° 3 0 ' 4 7 " E C=237.39 Δ= 1 ° 5 5 ' 3 8 " 74 . 5 7 R= 2 2 1 7 . 0 2 8" San. 12" R C P SANITARY STUB PER AS-BUILTS. FIELD VERIFY SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 12 - DL 11 - DL 3 - BL 3 - OV 14 - PH 7 - NW2 5 - HL2 9 - HA 7 - AA2 13 - HG10 - HA2 5 - AJ 7 - HA 6 - GB 5 - AJ6 - GB 10 - HA2 7 - HA 5 - HG 5 - AA2 5 - ST 5 - HA 9 - HL2 5 - LK 12 - HA2 5 - AT2 3 - ST 3 - ST3 - AT2 7 - SA2 6 - NW2 3 - LDN 5 - SM 7 - SB 6 - SB 5 - SM 3 - LDN 6 - NW2 7 - SA2 5 - AT2 6 - SB 6 - SB 5 - AT2 5 - EM 5 - LK 5 - EM 9 - LDN 9 - SB 5 - HL2 3 - CP 5 - QM2 3 - RB 3 - AS2 3 - UP 3 - PD 3 - RB 3 - SH 14 - SM7 - CI 11 - DL 2 - EK 6 - RG SB-1 SB-2 SB-4 SB-3 SB-6 SB-9 SB-8 SB-7 SB-5 REVISION SUMMARY DATE DESCRIPTION L1.0 LANDSCAPE PLAN .. .. .. .. .. .. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 08/26/22 CITY RESUBMITTAL .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 LICENSE NO.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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 08/16/22 59612 ROBERT A. LATTA LICENSE NO.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. 08/26/22 LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. SEE SHEET L1.1 FOR PLANTING SCHEDULE SEE SHEET LT1.0 FOR EXTERIOR LIGHTING PLAN N Know what's R VIII-10 1.ALL EXISTINGUTILITYLOCATIONSSHOWNARE APPROXIMATE.CONTACT'GOPHERSTATEONE CALL'(651-454-0002OR8CO-252-1166)FORUTILITYLOCATIONS,48HOURSPRIORTO CONSTRUCTION.THECONTRACTORSHALLREPAIROR REPLACE ANYUTILITIESTHATARE DAMAGEDDURINGCONSTRUCTIONATNOCOSTTOTHEOWNER. 2.WHERESHOWN.SHRUB4PERENNIALBEOSSHALLBE MULCHEDWITH4’DEPTH(MINIMUMAFTER INSTALLATIONAND.'ORTOP DRESSINGOPERATIONS)OF SHREDOEDCEDAR MULCH. 3.ALLTREESSHALLBEMULCHEDWITHSHREDOEDCEDARMULCHTOOUTER EDGEOFSAUCEROR TOEDGEOFPLANTINGBED,IF APPLICABLE.ALLMULCHSHALL BEKEPTWITHINA MINIMUMOFT FROMTREETRUNK. 4.IFSHOWNON PLAN.RANDOMSIZEDLIMESTONEBOULDERSCOLOR ANDSIZETOCOMPLIMENTNEW LANDSCAPING.OWNER TO APPROVEBOULDER SAMPLESPRIORTOINSTALLATION. 5.PLANTMATERIALSSHALLCONFORMWITHTHEAMERICANASSOCIATIONOFNURSERYMEN STANDARDSANDSHALL BEOF HARDYSTOCK FREEFROMDISEASE,DAMAGE ANDDISFIGURATION. CONTRACTORISRESPONSIBLEFORMAINTAININGPLUMPNESSOF PLANTMATERIALFORDURATION OFACCEPTANCE PERIOD. 6.UPONDISCOVERYOF A DISCREPANCY BETWEENTHEQUANTITYOF PLANTSSHOWNON THE SCHEDULE ANDTHEQUANTITYSHOWNONTHEPLAN.THEPLANSHALLGOVERN. 7.CONDITIONOFVEGETATIONSHALLBEMONITOREDBYTHELANDSCAPE ARCHITECTTHROUGHOUT THEDURATIONOFTHECONTRACT.LANDSCAPEMATERIALSPARTOF THECONTRACTSHALL BE WARRANTEDFORONE(1)FULLGROWINGSEASONSFROMSUBSTANTIALCOMPLETIONDATE. 8.ALL AREAS DISTURBEDBYCONSTRUCTIONACTIVITIES SHALL RECEIVE6"LAYER TOPSOIL ANDSOD ASSPECIFIEDUNLESSOTHERWISENOTEDONTHEDRAWINGS. 9.COORDINATELOCATIONOFVEGETATIONWITHUNDERGROUNDANDOVERHEADUTILITIES LIGHTINGFIXTURES.DOORS ANDWINDOWS.CONTRACTORSHALLSTAKEINTHEFIELDFINAL LOCATIONOF TREESANOSHRUBSFORREVIEWANOAPPROVALBYTHELANDSCAPEARCHITECT PRIORTOINSTALLATION. 10.ALL PLANTMATERIALSSHALLBEWATERED ANDMAINTAINEDUNTIL ACCEPTANCE. 11.REPAIRATNOCOSTTOOWNER ALLDAMAGE RESULTINGFROMLANDSCAPECONTRACTOR'S ACTIVITIES. 12.SWEEP ANDMAINTAINALL PAVEDSURFACESFREEOF DEBRISGENERATED FROMLANDSCAPE CONTRACTOR'S ACTIVITIES. 13.PROVIDESITEWIDEIRRIGATIONSYSTEMDESIGNANOINSTALLATION.SYSTEMSHALL BEFULLY PROGRAMMABLE ANDCAPABLEOF ALTERNATEDATEWATERING.THESYSTEMSHALLPROVIDE HEADTOHEADORDRIPCOVERAGEANOBECAPABLEOFDELIVERINGONEINCHOF PRECIPITATION PERWEEK.SYSTEMSHALLEXTENDINTOTHEPUBLICRIGHT-OF-WAYTOTHEEDGEOF PAVEMENT'BACKOFCURB. 14.CONTRACTORSHALLSECUREAPPROVALOFPROPOSEDIRRIGATIONSYSTEMINLCUDINGPRICING FROMOWNER,PRIORTOINSTALLATION. Lanscape Calcs. Parking Lot lTree/4000sf Req. 4000 3.0485 Tree One Tree/lsland Min.diameter of 10' 30"tall screen between parking and row Streetscape/Open Space lTree/50ftSite Perimeter Req. 50 28.44 Tree 1 Shrub/40ft Site Perimeter 40 1 Shrub Site Perimeter 1422 Parking Lot Area 12194 Trees provided Evergreen 32 3 Deciduous 29 CivilSiteGROUP & GROUND COVERS COMMON / BOTANICAL NAME SIZE SKooting Star Dr\ SKort Parairie Mi[ / Dr\ SKort Prairie Seed Mi[ SKooting Star Native Seed: Dr\ SKort Prairie Seed Mi[.Seed Mi[ 1" Dia. RocN MulcK / RocN MulcK RocN MulcK Over Filter Fabric, Samples ReTuired. Provide Edging As SKoZn On Plan MulcK SKredded Cedar MulcK / SKredded HardZood MulcK MulcK Blue Grass Based / Sod Commercial grade, locall\ groZn, "Big Roll" preferred Sod SEED & SOD SCHEDULE TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY AS2 3 Sugar Maple / Acer saccKarum 2.5" Cal. B&B NATIVE Y RB 6 River BircK / Betula nigra 2.5" Cal. B&B NATIVE N CP 3 Prairie Sentinel HacNberr\ / Celtis occidentalis CJFS-KSU1C TM 2.5" Cal. B&B NATIVE CULTIVAR SH 3 SN\line TKornless Hone\ Locust / Gleditsia triacantKos inermis CSN\coleC TM 2.5" Cal. B&B NATIVE CULTIVAR Y EK 3 Espresso KentucN\ Coffeetree / G\mnocladus dioica CEspressoC 2.5" Cal. B&B NATIVE CULTIVAR Y QM2 5 Burr OaN / Quercus macrocarpa 2.5" Cal. B&B NATIVE BL 3 Boulevard Linden / Tilia americana CBoulevardC 2.5" Cal. B&B NATIVE CULTIVAR Y UP 3 American Elm / Ulmus americana CPrincetonC 2.5" Cal. B&B NATIVE CULTIVAR Y EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY PD 3 BlacN Hills Spruce / Picea glauca CDensataC 6C B&B NATIVE CULTIVAR ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY OV 3 American HopKornbeam / Ostr\a virginiana 1.75" Cal B&B NATIVE Y SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AA2 12 Autumn Magic BlacN CKoNeberr\ / Aronia melanocarpa CAutumn MagicC #5 CONT NATIVE CULTIVAR Y CI 7 Isanti Redosier DogZood / Cornus sericea CIsantiC #5 CONT NATIVE CULTIVAR Y DL 34 DZarf BusK Hone\sucNle / Diervilla lonicera #5 CONT NATIVE Y HA 28 Annabelle H\drangea / H\drangea arborescens CAnnabelleC #5 CONT NATIVE CULTIVAR Y HL2 19 Little QuicN Fire H\drangea / H\drangea paniculata CLittle QuicN FireC #5 CONT NOT NATIVE Y LDN 15 Little Devil NinebarN / PK\socarpus opulifolius CDonna Ma\C TM #5 CONT NATIVE CULTIVAR Y RG 12 Gro-LoZ Fragrant Sumac / RKus aromatica CGro-LoZC #5 CONT NATIVE Y ST 11 BircKleaf Spirea / Spiraea betulifolia CTorC #5 CONT NOT NATIVE Y SM 24 DZarf Korean Lilac / S\ringa me\eri CPalibinC #7 CONT NOT NATIVE Y GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY PH 14 Heav\ Metal SZitcK Grass / Panicum virgatum CHeav\ MetalC #1 CONT NATIVE CULTIVAR Y SB 34 Blue Heaven Little Bluestem / ScKi]acK\rium scoparium CBlue HeavenC #1 CONT Pot PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AT2 18 Summer Beaut\ Globe Lil\ / Allium tanguticum CSummer Beaut\C #1 CONT NOT NATIVE Y AJ 10 RKineland Astible / Astilbe Maponica CRKinelandC #1 CONT NOT NATIVE Y EM 10 Magnus Purple ConefloZer / EcKinacea purpurea CMagnusC #1 CONT NATIVE CULTIVAR Y GB 12 BevenCs Variet\ Geranium / Geranium macrorrKi]um CBevenCs Variet\C #1 CONT NOT NATIVE Y HA2 32 Da\lil\ / Hemerocallis [ CCKicago ApacKeC #1 CONT NOT NATIVE Y HG 18 Guacamole Plantain Lil\ / Hosta [ CGuacamoleC #1 CONT NOT NATIVE Y LK 10 Kobold Bla]ingstar / Liatris spicata CKoboldC #1 CONT NATIVE CULTIVAR Y NW2 20 WalNers LoZ Catmint / Nepeta [ faassenii CWalNers LoZC #1 CONT NOT NATIVE Y SA2 14 SKoZ\ Stonecrop / Sedum spectabile CAutumn FireC #1 CONT NOT NATIVE Y PLANT SCHEDULE REVISION SUMMARY DATE DESCRIPTION L1.1 LANDSCAPE PLAN NOTES & DETAILS .. .. .. .. .. .. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c SU I T E L I V I N G H A S T I N G S 33 R D S T W E S T A N D H W Y 6 1 , H A S T I N G S , M N 5 5 0 3 3 18 2 4 B U E R K L E R O A D , W H I T E B E A R L A K E , M N 5 5 1 1 0 SU I T E L I V I N G / H A M P T O N C O M P A N I E S L L C PR O J E C T PRE L I M I N A R Y : NO T F O R CO N S T R U C T I O N ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION .. .. .. .. .. .. PROJECT NUMBER:22053 .. .. .. .. .. .. 08/16/22 CITY SUBMITTAL DRAWN BY:REVIEWED BY:MD, JL RL .. .. .. .. .. .. .. 2022 LICENSE NO.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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 25821 Robert L. Binder 08/16/22 59612 ROBERT A. LATTA LICENSE NO.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. 08/16/22 IRRIGATION NOTES: AGGREGATE MAINTANENCE STRIP N T S1 Know what's R PERENNIAL BED PLANTING N T S4 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S3 ROCK MULCH/RIP-RAP, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN LAWN - SOD SEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING MANUAL SPECIFICATIONS (2014) 1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC, SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLAN GEOTEXTILE (ADD TO SEED MIX HATCH) PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PER MNDOT SEEDING MANUAL SPECIFICATIONS (2014) SHREDDED CYPRESS MULCH, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. DECIDUOUS & CONIFEROUS TREE PLANTING N T S2 VIII-10CivilSitePACECFBUUM*!W*WSTRUCTURF 2, 3. IRRIGATIONWATER UNECONNECTIONSIZEIS1#ATBUILDING.VERIFYWITHMECHANICALPLANS.COVAGE.6. ALLMAINLINESSHALLBE18’BELOWFINISHEDGRADE. 8.ALLLATERALLINESSHALLBE 12“BELLOWFINISHEDGRADE. 9.ALLEXPOSED PVCRISERS.IFANY.SHALL BE GRAY INCOLOR. 10. 11. 12. 13.BACKFILL ALL TRENCHESWITHSOILFREEOFSHARPOBJECTS ANDDEBRIS. ALLVALVEBOXES AND COVERSSHALL BEBLACK INCOLOR.14. 15. 16.IRRIGATIONCONTROLLERLOCATIONSHALLBEVERIFIEDON-SITEWITHOWNERSREPRESENTATIVE. 17. 18. ADJUSTPRESSUREREGULATINGVALVES FOROPTIMUMPRESSUREONSITE.19. 20.USESCREENSONALLHEADS. 21.ASET OF AS-8UILTDRAWINGSSHALLBE MAINTAINEDON-SITE AT ALL TIMESIN AN UPDATEDCONDITION. ALLPIPE3'ANDOVERSHALL HAVETHRUSTBLOCKINGAT EACHTURN.22. 23. 24.THERESHALLBE 3’MINIMUMSPACEBETWEENBOTTOMOFVALVEBOX COVERAND TOPOFVALVESTRUCTURE. LEGEND £ =3ll nan MIN.3’LAYERCFROCKMU-O ASSPECIFIED.PROu1C€SAMPLETO LANDSCAPEARCHITEC"FOR APPROVAL"-RICRTOhSTAUAIICK EXISTINGGRADE SLOPESIDESOFHOLE ORVERTICALSIDES AT EDGEOF PLANTINGBED BACKFILLASPERSPECIFICATION DONOTEXCAVATEBELOWROOTBALL. MODIFY EXCAVATIONBASEDONLOCATIONOF PLANT MATERIAL ANDDESIGNOFBEOSOROVERALLPLANT PLACEMENT DUTANDREMOVEBURLAPFROMTOP 1'3OF ROOT 3ALL.IFN0N-8I0DEGRADABLE,REMOVECOMPLETELY BACKFILL ASSPECIFIED ilULCH TOOUTER EDGE OF SAUCER OR TO EDGEOF WANTINGBED.|F APPLICABLE.ROCK OR ORGANIC HULCH SEEGENERALLANDSCAPENOTESANDPLAN ^OTESFORMULCHTYPE.KEEPMULCHMIN.2"FROM >LANTTRUNK EXISTINGGRADE STAKEDLAHDSCA=€EDGERASSPECKl:D SEEMAV-FACTURERS INSTRUCTIONSAKOSPECS.FOR INSTALLATIONANDPLACEMENT AATERPERMEABLEGEOTEXTILEFABRICASSPECIFIED COVPACTED9J9GRADE SEEMECHANICAL ANOELECTRICALPLANS ANDSPECIFICATIONS FORIRRIGATIONWATER.METER,ANOPOWER CONNECTIONS. SERVICEEQUIPMENTANDINSTALLATIONSHALL BEPERLOCALUTILITYCOMPANYSTANDARDSANDSHALL BEPER NATIONAL ANDLOCALCODES.EXACTLOCATIONOFSERVICEEQUIPMENTSHALL BECOORDINATEDWITHTHE LANDSCAPEARCHITECTOREQUIVALENT ATTHEJOBSITE. CONTRACTOR SHALLCOORDINATEWITHLOCAL UTILITYCOMPANY FOR THEPROPOSEDELECTRICALSERVICEAND METERINGFACILITIES. CONTRACTORSHALL LAY ALLSLEEVES ANDCONDUIT ATZ-0'BELOWTHEFINISHEDGRADEOF THETOPOFPAVEMENT. EXTENDSLEEVESTOZ-CTBEYONDPAVEMENT. CONTRACTORSHALL MARKTHELOCATIONOF ALL SLEEVES ANOCONDUITWITHTHESLEEVINGMATERIAL’ELLED’TO Z-0"ABOVEFINISHEDGRADE ANDCAPPED. FABRICATEALL PIPETOMANUFACTURES SPECIFICATIONSWITHCLEAN AND SQUARECUT JOINTS.USE QUALITYGRADE PRIMERANDSOLVENTCEMENTFORMULATEDFORINTENDEDTYPEOFCONNECTION. GROUPVALVEBOXESTOGETHERFOR EASEWHENSERVICEISREQUIRED.LOCATEINPLANTBEDAREASWHENEVER POSSIBLE. AVOIDOVERSPRAYONBUILDINGS,PAVEMENT.WALLS ANDROADWAYSBY INDIVIDUALLY ADJUSTINGRADIUSOR ARC ONSPRINKLER HEADSANDFLOWCONTROLONAUTOMATICVALVE. ALLAUTOMATICREMOTECONTROLVALVESWILLHAVE3"MINIMUMDEPTHOFW WASHEDGRAVELUNDERNEATH VALVEANDVALVEBOX.GRAVELSHALL EXTENT3’BEYONDPERIMETEROFVALVEBOX. ^UNE ASFIELDDIRECTEDBYTHELANDSCAPE ARCHITECT TOIMPROVEAPPEARANCE(RETAIN FORMAL SHAPEFOR SPECIES) <ANTTOPOFROOTBALL1-2’ABOVE ABOVE SURROUNDINGGRADE *OCK OR ORGANICMULCH.SEE GENERAL LANDSCAPE yOTES ANDPLAN NOTES FOR MULCHTYPE.KEEP tfULCHM|N.2"FROMPLANTTRUNK *COTS AT OUTEREDGEOFROOTBALLLOOSENEDTO ENSUREPROPERBACKFILL-TO-ROOTCONTACT PLANTTOPOFROOTBALL1-2'ABOVE ABOVE SURROUNDINGGRADE ROCKORORGANICMULCH,SEEGENERALLANDSCAPE NOTES ANDPLAN NOTES FOR MULCHTYPE.KEEP MULCH MIN.2*FROMPLANT STEM ROOTS AT OUTEREDGEOFROOTBALLLOOSENEDTO ENSUREPROPERBACKFILL-TO-ROOTCONTACT ^RUNEASHELD DIKECIED BY I HE LANDSCAPE ARCHITECTTOIMPROVE APPEARANCE(RETAIN FORMAL TREESHAPE) THREE2"X4‘X8'WOODENSTAKES.STAINEDBROWN WITHTWOSTRANDSOFWIRETWISTEDTOGETHER. STAKESSHALL BE PLACED AT120'TOONEANOTHER. WIRESHALLBETHREADEDTHROUGHNYLON STRAPPINGWITHGROMMETS.ALTERNATESTABILIZING METHODSMAY BE PROPOSEDBYCONTRACTOR. TRUNKFLAREJUNCTION PLANTTREE1*-2*ABOVE EXISTINGGRADE COMPACT BOTTOMOF PIT,TYP. SLOPESIDESOFHOLEORVERTICALSIDES AT EDGEOF WANTINGBED ^ULEOFTHUMB-MODIFYEXCAVATIONBASEDON .OCATIONOFPLANTMATERIAL ANDDESIGNOFBEDS DROVERALLPLANTPLACEMENT ENTIRESITESHALL BE FULLY IRRIGATED.THE CONTRACTOR SHALL SUBMITIRRIGATIONSHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHELANDSCAPE ARCHITECTPRIORTO INSTALLATION. CONTRACTORTOVERIFY LOCATIONOF ALL UNDERGROUND/ABOVEGROUNDFACILITIES PRIORTOANY EXCAVATION/INSTALLATION.ANYDAMAGETOUNDERGROUNDABOVEGROUNDFACILITIESSHALL BE THE RESPONSIBILITYOFTHE CONTRACTOR ANDCOSTSASSOCIATED'WITHCORRECTINGDAMAGESSHALLBEBORNE ENTIRELYBY THECONTRACTOR. CONTROL WIRES:14 GAUGEDIRECTBURIAL.SOLIDCOPPER IRRIGATIONWIRE.RUNUNDER MAINUNE.USE MOISTURE-PROOFSPLICES ANDSPLICEONLY ATVALVESOR PULL BOXES.RUNSEPARATEHOT ANDCOMMONWIRETO EACHVALVEANDONE(1)SPAREWIREANDGROUNDTOFURTHESTVALVEFROMCONTROLLER.LABELORCOLORCODE ALLWIRES. THREETIMESWIDTH OFROOTBALL SIZEVARIESIANDSCAPFPl AN below.Call beforeyou dig. I HKtt HMcoWIDIn DFROOTRAl I EXISTINGGRADE SLOPE SIDESOF HOLE OR VERTICALSIDES AT EDGEOF PLANTINGBED BACKFILLASPERSPECIFICATION DONOTEXCAVATE8ELOWROOTBAIL. RULEOFTHUMB-MODIFYEXCAVATIONBASEDON LOCATIONOFPLANTMATERIAL ANDDESIGNOFBEDS OROVERALLPLANTPLACEMENT 222221221*1221 .= The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design) provided by ROUZER ("ROUZER")represents an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by ROUZER and therefore actual measured results may vary from the actual field conditions. ROUZER recommends that design parameters and other information be field verified to reduce variation. ROUZER neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. ROUZER neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by ROUZER. The Lighting design is issued, in whole or in part, as advisory documents for informational purposes and is not intendedfor construction nor as being part of a project's construction documentation package. Fi l e n a m e : C : \ U s e r s \ E r i c \ R o u z e r G r o u p \ R o u z e r I n s i d e - R o u z e r I n s i d e D o c u m e n t s \ R A B \ R o u z e r L a y o u t s \ E r i c s A G I \ S u i t e L i v i n g H a s t i n g s . A G I Dr a w n B y : E r i c N e p h e w Sc a l e : a s n o t e d Fi l e n a m e : S u i t e L i v i n g H a s t i n g s . A G I Da t e : 8 / 1 7 / 2 0 2 2 Pr e p a r e d F o r : J H L a r s o n Su i t e L i v i n g H a s t i n g s Li g h t i n g L a y o u t Ve r s i o n A Jo b N a m e : Scale: 1 inch= 15 Ft. 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 6.2 7.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.4 0.7 1.4 0.5 0.1 0.0 0.0 0.0 0.1 0.5 3.3 4.9 10.8 1.2 0.2 0.1 0.0 0.0 0.0 0.2 1.1 9.5 10.3 1.2 0.2 0.1 0.0 0.0 0.0 0.2 0.5 1.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 3.5 0.8 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 17.3 6.7 0.8 0.4 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.8 0.6 2.5 1.3 0.5 0.5 0.7 0.9 1.1 1.2 1.2 1.0 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.2 1.0 11.9 0.6 0.5 0.5 0.7 1.1 1.6 2.1 2.4 2.4 2.0 1.5 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.4 0.4 0.6 0.9 1.6 2.7 4.0 5.0 5.1 4.0 2.7 1.6 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.3 0.4 0.6 1.1 2.1 4.1 7.0 9.8 9.8 6.9 4.0 2.1 1.0 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.3 0.4 0.7 1.2 2.5 5.3 10.1 16.1 15.9 9.9 5.1 2.4 1.2 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 13.7 1.2 0.5 0.7 1.2 2.5 5.3 10.2 16.4 16.2 10.0 5.2 2.4 1.2 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 5.5 1.0 0.5 0.7 1.1 2.2 4.2 7.2 10.3 10.2 7.1 4.1 2.1 1.0 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.9 0.5 0.4 0.5 0.9 1.6 2.8 4.2 5.4 5.3 4.1 2.8 1.6 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.7 1.1 1.6 2.2 2.5 2.5 2.2 1.6 1.1 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 1.2 1.2 1.1 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 VIII-10 Fi l e n a m e : C : \ U s e r s \ E r i c \ R o u z e r G r o u p \ R o u z e r I n s i d e - R o u z e r I n s i d e D o c u m e n t s \ R A B \ R o u z e r L a y o u t s \ E r i c s A G I \ S u i t e L i v i n g H a s t i n g s . A G I Sc a l e : a s n o t e d Fi l e n a m e : S u i t e L i v i n g H a s t i n g s . A G I Da t e : 8 / 1 7 / 2 0 2 2 NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design) provided by ROUZER ("ROUZER")represents an anticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters and information provided by others have not been field verified by ROUZER and therefore actual measured results may vary from the actual field conditions. ROUZER recommends that design parameters and other information be field verified to reduce variation. ROUZER neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. ROUZER neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on drawings created and submitted by ROUZER. The Lighting design is issued, in whole or in part, as advisory documents for informational purposes and is not intendedfor construction nor as being part of a project's construction documentation package. ***LAYOUT AND BOM ARE SUBJECT TO APPROVAL*** Dr a w n B y : E r i c N e p h e w Pr e p a r e d F o r : J H L a r s o n Ve r s i o n A Jo b N a m e : Su i t e L i v i n g H a s t i n g s Li g h t i n g L a y o u t Expanded Luminaire Location Summary Calculation Summary Label CalcType Units Avg Max Luminaire Schedule Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LumNo Tag X Y MTG HT Orient CalcPts_1 Illuminance Fc 1.05 17.3 LLF Description Lum. Watts Arr. Watts 0.0 N.A.N.A.Readings taken at 0'-0" AFG 10 Total Watts Filename Tilt 10 1 A4 276.59 270.65 23 0 0 6 1 A4 274.59 Horizontal S SLIM17FA30ADJ SINGLE 3540 272.65 23 90 0 1 3540 1.000 SLIM17FA30ADJ 29.67 29.67 A4 272.59 270.65 23 178.02 slim17fa30adj_5k.ies 180 0 1 A4 274.59 268.65 23 270 1 A4 A17-3T70 4 @ 90 4 @ 90 DEGREES 10044 40176 1.000 A17-3T70 69.84 279.36 279.36 a17-3t70.ies 0 2 S 183.66 277.25 8 356.392 0 3 S 201.36 211.99 8 37.972 0 4 S 325.325 150.21 8 355.449 0 5 S 205.775 134.005 8 268.047 0 6 S 146.86 154.65 8 223.798 0 7 S 125.805 231.85 8 173.735 0 Total Quantity: 10 VIII-10 D+ VIII-10 SUITE LIVING OF HASTINGS HASTINGS,MINNESOTA Rosa Architectural Group Inc. 1084 Sterling Street St.Paul,MN 55119 tet 651-739-7988 fax 651-739-3165 PROJECT TEAM SHEET INDEX ARCHITECTURAL CIVIL DEVELOPER CIVIL ENGINEER T1.1 TITLE SHEET co.o TITLE SHEET HAMPTON COMPANIES LLC CIVL SITE GROUP A0.1 TRASH ENCLOSURE vto SITE SURVEY 1824 BUERKLE ROAD 4931 W.35th STREET,SUITE 200 A1.1 DETAILS &SIGNAGE CIO REMOVALS PLAN WHITE BEAR LAKE,MN 55110 ST.LOUS PARK,MN 55416 OVERALL FLOOR PLAN C2.0 Slit PLAN A2.1 BULDNG ELEVATIONS C3.0 GRADING PLAN A3.1 BULDMG SECTIONS C4.0 UTUTY PLAN ARCHITECT SURVEYOR A4.1 P-1 COLORED ELEVATIONS PROPOSED C5.0 C5.1 CIVIL DETAILS CIVIL DETAILS ROSA ARCHITECTURAL GROUP,INC.CIVIL SITE GROUP COLORED PERSPECTIVES C52 CIVIL DETAILS 1084 STERLING STREET N 4931 W.35th STREET,SUITE 200 LIO LANDSCAPE PLAN ST.PAUL,MN 55119 ST.LOUS PARK,MN 55416 L11 LANDSCAPE PLAN NOTES &DETALS SW10 SWPPP -EXISTING CONDITIONS SW11 SWPPP -PROPOSED CONDITIONS SW12 SWPPP -DETAILS SW1.3 SWPPP -NARRATIVE SW14 SWPPP -ATTACHMENTS SW1.5 SWPPP -ATTACHMENTS Suite Living of Hastings 33rdSt.W&HWY61 Hastings.MN55033 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA WT mt soct RIG.NO.M’L. I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNCER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSEDARCHITECTUNDERTHE LAWS OF THE STATE OF MINNESOTA. «.I8039 8/12/2022 CITYSUBMITTAL NOT FOR CONSTRUCTION PROJECT #:22227 DATE:AUG.12,2022 DRAWN BY:JL CHECKED BY:RR REVISIONS: TITLE SHEET & PROJECT NFO VIII-10 >T8TO€CAP sigw 'A'.a-.y- SIGN B'•T-8' SGN 'C ^SENIORCARE T SuiteLi vingrSTOECAP STONEPIER CONCRETEFOOTIE 111/(3)•>fiENWCNG SENIOR CARE AFFTOXIMATE SIGNAGE AREAS:SGN 'A'.23,1 SF.SIGNW 230 SF.SIGNC axSF. /T\BUILDING MONUMENT SIGN 3/8"=r-0"(ON 24x36 SHEET? 2"6 6"^"W-A TRIM BOARDS EQ.EQ. LIMESTONE SILL IJ I I I CONC.FILLED BOLLARD I |n GALV.TO 12"ABOVE GRADE _IJFORBOLLARD TRASH ENCLOSURE SIDE ELEVATION STONE —VENEER 'BLOCKCOL.Iltf'4)*VERTICALvansolid BOLT THRU TOBACKUPFRAME “R0/IDE UFLIGMTN34.ANDSCAFIH3 FW/1DE ELECTRICAL TO5GN IWNSET STO€VB€ER SETUWTOSi5N SIGNAGE DETAIL 1/2"=r-0"(ON 24x36 SHEET? 3W*MTL.ANGLE FRAME MD.MINGES (HELD TO ANGLE FRAME 4 COL.-3 PER GATE 1x4 SYNTHETIC WOOD W/RADIUSED EDGES 2x4 SYNTHETIC WOOD LATCH - BOLT THRU TO FRAME.ROUNDCORNERSTYP. P\TRASH ENCLOSURE FRONT ELEVATION 3/8"=l'-0"(ON 24x36 SHEET?3/8"=I'-O"(ON 24x36 SHEET? UVB VERTICAL •32' OC.GROUTSOL© -CONCRETE FOOTING 4' 132B REI^WCNG|4 —-+•tel--/ '1AcBLOCKCOLLTNUTUCONCRETEBLOCK111/B VERTICAL(4)B VERTICALGROUTSOLD •32’^C.GROUT SOL© /T\TRASH ENCLOSURE PLAN zA 1/2"=r-0"CON 24x36 SHEET? Rosa Architectural Group Inc. 1084 Sterling Street St.Paul,MN 55119 tet 651-739-7988 fax;651-739-3165 Suite Living of Hastings 33rdSt.W&HWY6I Hastings,MN 55033 VENEER TRASH ENCLOSURE SIDE ELEVATION 3/8"=V-0"CON 24x36 SHEET? I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PW M. TRASH ENCLOSURE REAR ELEVATION 3/8"=l'-0"(ON 24x36 SHEET? «G W.MIL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNCER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSEDARCHITECTUNDERTHE LAWS OF THE STATE OF MINNESOTA. RUSSELL R.ROSA SAMCh.I „r.KT 18039 n«r-8/72/2022 CITYSUBMITTAL NOT FOR CONSTRUCTION PROJECT #:22227 DATE:AUG.12,2022 DRAWN BY:JL CHECKED BY:RR REVISIONS: TRASH ENCLOSURE DETAILS &SIGNAGE SHEET A0.1 ©COPYRIGHT 2022 ROSA ARCHITECTURAL GROUP VIII-10 BASIC ALLOWABLE BUILDING AREA CALCULATIONS:BASIC ALLOWABLE AREA -(M «W000 SF..(NS?-3500 SF. 38,000 SF.MAX.>THAN 20833 SF.THEREFORE CK SLEEPING UNIT COUNT: r^MORY CARE UNITS:I2 WIT A =3 WIT B -1 WIT C *2 ASSISTED LIVINGUNITS:20 WIT D *1 WIT E •13 TOTAL WITS -32 UNIT A FLOOR FLAN fB 4 C SIMILAR? 3/8"=r-0"(ON 24x36 SHEET? UNIT D FLOOR FLAN fE SIMILAR? 3/8"=I'-O"TON 24x36 SHEET? Rosa Architectural Group Inc. 1084 Sterling Street St.Paul,MN 55119 tet 651-739-7988 fax:851-739-3165 finite Living of Hastings 33rdSt.W&HWY61 Hastings,MN 55033 I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PW WNC- SOfCt. "LG.NO.M’t. I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNCER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSEDARCHITECTUNDERTHE LAWS OF THE STATE OF MINNESOTA. »,RUSSELL R ROSA SWU are m 18033 mf-8/12/2022 CITYSUBMITTAL NOT FOR CONSTRUCTION PROJECT #:22227 DATE:AUG.12,2022 DRAWN BY:JL CHECKED BY:RR REVISIONS: OVERALL FLOOR PLAN SHEET ©COPYRIGHT 2022 ROSA ARCHITECTURAL GROUP VIII-10 rd Stcne Other 122.4 s.f. 0.0 s.f. 21.8% 0.0%ri Siding/Trim 600.0 S.f.58.7%<Glass/Wlndow 179.3 S.f.17.5% rd Doors 20.0 S.f.2.0% PTAC 0.0 s.f.0.0% Stcne 66.2 S.f.23.9%rd ether 0.0 S.f.0.0%ri Siding/Trim 126.2 s.f.45.6%<Glass/Window 40.0 s.f.14.5% CM Doors 44.4 S.f.16.0% PTAC 0.0 s.f.0.0% Stcne 257.7 s.f.30.0%rd Other 0.0 s.f.0.0%ri Siding/Trim ^05.8 s.f.47.2%<Glass/Window 150.0 S.f.17.4% m Doors 22.8 s.f.2.7% PTAC 23.9 s.f.2.8% Stcne 500.0 S.f.34.5%rd Other 0.0 S.f.0.0%ri Siding/Trim 654.9 s.f.45.1%<Glass/Window 140.0 S.f.16.5% Doors 22.8 S.f.1.6% PTAC 33.4 s.f.2.3% Stcne 185.6 s.f.22.6%rd Other 0.0 S.f.0.0%ri Slding/Trim 535.7 s.f.65.3%<Glass/Window 90.0 s.f.11.0%in Doors 0.0 s.f.0.0% PTAC 9.5 S.f.1.2% Stcne Z63.9 s.f.34.9%rd Other 0.0 s.f.0.0%ri Siding/Trim 551.1 s.f.41.5%<Glass/Window 170.0 S.f.20.3% LD Doors 0.0 S.f.0.0% PTAC 42.9 S.f.3.2% Stcne 193.2 S.f.28.3%rd Other 0.0 S.f.0.0%ri Sidlng/Trim Z07.2 s.f.59.6%<Glass/Window 60.0 s.f.8.8% Doors 22.8 S.f.3.3% PTAC 0.0 S.f.0.0% Stcne 628.4 s.f.40.2%rH Other 0.0 S.f.0.0%ri Sidlng/Trlm 797.9 S.f.38.7%<Glass/Window 360.0 S.f.17.5% 00 Doors 22.8 S.f.1.1% PTAC 524 s.f.2.5% Stcne 27174 S.f.32.0% —1 Other 0.0 S.f.0.0%<Siding/Trim 4078.8 S.f.48.0% O Glass/Window 1189.3 S.f.16.3% Doors 155.6 S.f.1.8% PTAC 162.1 S.f.1.9% TN BUILDING ELEVATIONV3/32"=l'-0"CON 24x36 SHEET? BUILDING ELEVATION 3/32"=l'-0"CON 24x36 SHEET? BUILDING ELEVATION 3/32"=r-0"CON 24x36 SHEET? BUILDING ELEVATION 3/32"=l'-0"(ON 24x36 SHEET? BUILDING ELEVATION 3/32"=l'-0"(ON 24x36 SHEET? BUILDING ELEVATION 3/32"=V-0"TON 24x36 SHEET? Rosa Architectural Group Inc. 1084 Sterling Street St.Paul,MN 55119 tet 651-739-7988 fax:651-739-3165 Suite Living of Hastings 33rdSt W&HWY61 Hastings,MN55033 I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNCER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS Of THE STATE Of MINNESOTA P*NT NWC SKICD: «G.I®.QAIE I HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNCER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSEDARCHITECTUNDERTHE LAWS OF THE STATE OF MINNESOTA.,RUS5ELL R ROSA SOO:. «.«18038.8/12/2022 CITYSUBMITTAL NOT FOR CONSTRUCTION PROJECT #:22227 DATE:AUG.12,2022 DRAWN BY:JL CHECKED BY:RR REVISIONS: BUILDING ELEVATIONS SHEET ©COPYRIGHT 2022 ROSA ARCHITECTURAL GROUP CI TY SUBMITTAL N OT F O R CONSTRUCTION DRAWN BY: CHECKED BY: REVISIONS: PROJECT #: c COPYRIGHT 2022 DATE: RR ROSA ARCHITECTURAL GROUP SHEET 1084 Sterling Street St. Paul, MN 55119 tel: 651-739-7988 fax: 651-739-3165 Rosa Architectural Group Inc. PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN, SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. SIGNED: PRINT NAME: DATE: PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN, SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. SIGNED: PRINT NAME: DATE: 33rd St. W & HWY 61 Hastings, MN 55033 22227 AUG. 12, 2022 JL PROPOSED A4.1 COLOR Suite Living ELEVATIONS A4.1 7 3/16" = 1'-0" (ON 24x36 SHEET) TRASH ENCLOSURE ELEV. A4.1 8 3/16" = 1'-0" (ON 24x36 SHEET) TRASH ENCLOSURE ELEV. A4.1 9 3/16" = 1'-0" (ON 24x36 SHEET) TRASH ENCLOSURE ELEV. A4.1 10 3/16" = 1'-0" (ON 24x36 SHEET) TRASH ENCLOSURE ELEV. of Hastings A4.1 1 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED FRONT ELEVATION A4.1 2 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED NORTH ELEVATION A4.1 5 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED EAST ELEVATION A4.1 3 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED WEST ELEVATION A4.1 4 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED SOUTH ELEVATION A4.1 6 3/32" = 1'-0" (ON 24x36 SHEET) PROPOSED REAR ELEVATION RUSSELL R ROSA 18039 8/12/2022 VIII-10 VIII-10 Rosa RDGE VENT RIDGE VENT ROCF TRUSS•24'OC ArchitecturalROR55NSU-ATTCN 35'LP TRM AT ALLOPENNGS 6"LP TRIM •urkca^e clipsLPSHAKES '32I 3/4'x 14'MCRDLAM AIR B-^Ltb EACH 22LAY!:<S %TYPE X'GYP.*TG.R55 INSULATION rRL®SS«iRSSNS^ATCH R55 INSU-ATON $35'LP TRWAT ALLOPENNGS M'-lk LEDLGHTNG EXTENDGYP.30.1LP TRIM =RS='NI5LEDSOFFITSYSTEM ALIGN IAS 1RAPGYP.BD.X-V/PLYUD. NISHEDSOFFITSYSTEM 3 3/4" 2x4BLCCKNG 35"LP TRIMAT ALL OPENINGS 35'LP TRWAT ALLOPENINGS BD.RETUW/YP.BD.RETUSN LOUNGE PATIO§8 r—SEEPLANFOR RETFORCNG. bxb TRTD.COL. 33rdSt W&HWY61UD.ELOO^FRAMING Hastings,MN 55033YP.BD.RETIRE TRWAT ALLSILLS SHTG. TRWAT ALLSILLS LPTRJM 2xUD.BLOCKING COORDINATEW'HVAC SLEEVE £I (MAX/ s TONE VENEER STONE VENEER MAXSLOPE OF1/4"FERFOOT•EMBRANE FLASHING SLOPECUT HU FLR.0FINISHEDMETALINSULATIONCOVER FIN.FLOOR 2'EXTROED “OLYSTYRENEINSULATIONOR EQ SHEATHNG TREATEDSILL PLATE111/SILL SEAL4'CCNC.BLOCK CORESGROUTED METALINSULATIONCOVER BOND BEAMW/5 REIMCRCING CCNC.BLOCKCORESGROUTED EXrWi&ICXM nATERAL BONDBEAMUVS REINFORCING pant ?'EXTRUDEDPCLYSTYREhE NSULATICNOR EQ A «ta w.MTL5 /-0'2-0 4-0 '4 HOCK VERTICAL •48'OC TYPICAL STONE VENEER DALL SECTION SHEET?0"/ON 24x36 SHEET? /TA COMMONS COLUMN DETAIL 3/4"=V-0"ION 24x36 SHEET) DOOR MAXSLOPE OF1/4'FERFOOT CONCRETESLAB PROJECT #:31DEWALK 22227 DATE:AUG.12,2022a 22 DRAWN BY:JLI'CLRCONTROL.JOINT_PETAIL4'CCNC.BLOCKCORESGROUTED CHECKED BY:RR&■CCMPACTEDGRANULARFILL REVISIONS: 6'CCNC.BLOCKGROUTSOLID 8’CCNC.BLOCK WALL SECTIONS AND DETALS CONSTRUCTIONJOINT PETAIL SHEET TYP.FOUNDATION DETAILS V-0"fON 24x36 SHEET?3/4" g -“"““iS®!! w.%w IVLV.W »»»»I’.wW.W.T.W fON 24x36 SHEET? DALL DETAIL 5 .W MAX FORPOURED CCNC.WALLSOR PRECAST. REVIEW*£021WJtNTS FORRADON ABATEMENT REVEL)R£CUIRB*ENTS FCRRADON ABATEMENT LD SMARTS’DE PANEL SIDING “RE-FIN.MTL DRIPEDGE 5 8"OR 16'FOR MASONRY U1AL-S SLOPESIDEOFFOOTINGSTEP SOLULLNOT STAND VERTICAL. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SEEFOUNDATIONPLANFOR FOOTINGSIZE ANDREYF. SEEFOUNDATIONPLANFOR FOOTINGSIZE ANDREFT SEEFLAN FOREL 1/2'DIA BENT ANCHOR BOLTSO'LONGHUTH1' EMBEDMENT AT48’OC 4"CQNC.SLAB SLOPE '4'WIN. 22S CCNT.EOrCWIEINFORCINGBARS 2'BELOWGRADERGIDN&LLATICN 2'BELOWGRADERGIDN&LATICN SEESHEETSUFORGW KNOCKCUTLOCATIONS CITYSUBMITTAL NOT FOR CONSTRUCTION TRTD.2x4 PLATE 2x4FURRING•24'OC. (2)LAYERS TYPE X GYP.SHTG. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION.OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYLICENSEDARCHITECTUNDERTHE LAWS OF THE STATE OF MINNESOTA. s 9 MEMBRANEFLASHINGAT ALL VENEERS ‘4'TREATEDP-MLOOD SHEATHING 1084 Sterling Street St Paul MN 55119 tet 651-739-7988 fax:651-739-3165 NOTE:ALLEXTERIORRADERS AREDOUB-E LVLUNO.SEE STRUCTURALFOR DEADER SIZES W x2-er SMOOTH DOWELS•12'OC fGREASE END. TOP OFFOOTING 24'BELOW— FINISHEDFLOORFOR COLD-EATI-ER CCNSTRDCTZN 4 28'FOR WARMLEATHERCCN5WCTICNMASONRY CCNTR TO VERIFYtV GD SEESLEET A4.IFORI HR RATEDBXF/CLG ASSEMBLY FINISHED1'x8‘“OFLAR SEE SHEET A4JFOR 1HR RATEDROCF/CLG.ASSEMBLY HvACSLEEVE.42 V4'x G V4'RO. 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SEALANT «JOINTS 5/8'GYP.K3.ENI5H — 4MIL VAPORBARRIER 2'xfe'•I6-OC WITH FULLBATT INSULATION JOINT /SAUCUT AS SOON ASCONCRETEMAYBECUTWYHXT NRAvPI NT.)MAX b HRS 5/8'GYP.BD.FNISH —4Ml VAPORBARRER 2'x6'•lb’OC.WITH FULL BATT NSULATICN Group Inc. s CO I 4'CCNDRETESLAB UI/»4 •12'EA WAY BLOCKINGFOR JNDCUITREATTENTS BLOCKNGFOR LNDCWTREATMENTS 2'x6'FASCIA WITH PRSTNI5FED METAL AND DRIP SIMPSON POST CAPCCOOR EQ FLASHING4 SEALANTSTOMATCH COORDINATEUKHVACSLEEvE W'DIA BENT ANCHORBOLTS 10'LCNG WITHT EMBEDMENTAT48'CN CENTER CCNT.TREATEDSILLPLATEW/SILLSEAL AC SLEE\€.42 V4'x \b W RO. zERFY FOAMSEAL AT PERIMETER FLASHING4 SEALANTSTOMATCHCONNATEOUHVACSLEEVE FLASHING 4 SEALANTSTOMATCH COC*©NATEUVHVACSLEEVE 8'CCNC.BLOCKUVM •48'OC. GRCU-6CLID ATREbF. 3/4" NOTE:TERMINATE MESHAT JOINT CONS’.JOINT TOOLEDGE 18039 8/12/2022 '-BENT'4 BARl6'x16' FRCMSLABTO FQNDATICNWALL•16'OC PRE-FIN. 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PREFINISHEDFLASHING WITHSEALANTSTOMATCH 5TCNECAP R^RCOWite 4'CONCRETESLAB WITHIN-FLOORRATINGSYSTEMbMILMOSTi^BARRIER 2'BELCWGRADE RG©INSULAYCN6'COMPACTEDGRANLARFIL CNCORRECTEDSOILS TRUSS•24’OC ROOFSHEATHNG ROCFFELT 4 WATERSHELD FROMFASCIA EDGE TO 24'BEYCND INSDE WALLLINE /"FG.ASPWALT ARCHITECTURALSHINGLES CLIPS WALLCCTFOSITE 5/8'TYFE X'GYP.BD.PRIMEDPAINT 4 MIL VAPORBARRIER 2-x6-STUDFRAMING •16'OC (S'WALL2 WITHFILL BAT N&-LATICN 1/2'0S6 SCATHING AR IN=ILTRATICNBARRIER LPSIDING'STC»€VEfCERSEEELEvAPCNS /TN COMMONS LIGHT COVENiiv3/4"=V-0"(m 24x36 SHEET) FOUNDATIONWALLCOMPOSITE 2'EXTRUDEDPOLYSTYRENEINSULATIONOREQ8'POURED CONGWALLW//32M BARSCCNT.UOR5LnCF,nD,BOT24 '4 VERT.BARS •48'OC WALLCOMPOSITE 5/8’TYFE'X GYP.BD.FRMED PANT 4 ML VAPCR BARRER 2'x6‘STUDFRAMING •h‘OCVSLALL2 UTHFULLBAH INSULATION 1/2’OSB SHEATHNG AIROFLTRATIONBARRER LP6©NG/STCNE 'VENEERSEEELEVATIONS FQNDATICN WALLCOMPOSITE 2'EXTRJCEDPOLYSTYR&E NS/LATICNOREQ8'CQCRETE BLOCK U'*4 HOCK REPF.•48'OC CEILINGCCNSWSTICN SEESHEET A4J RATEDROCF/CLG. 4 MIL VAPORBARRIER SC’S&ORTR2SS812 -U/0 2x6 FASCIA WRAPPED IN PRE-FIN.MTL PRE-FIN.'/EN’ED MTL.SOFFH o CITYSUBMITTAL NOTFOR CONSTRUCTION DRAWN BY: CHECKED BY: REVISIONS: PROJECT #: cCOPYRIGHT 2022 DATE: RR ROSA ARCHITECTURAL GROUP SHEET 1084 Sterling Street St. Paul, MN 55119 tel: 651-739-7988 fax: 651-739-3165 Rosa Architectural Group Inc. PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WAS I HEREBY CERTIFY THAT THIS PLAN, SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. SIGNED: PRINT NAME: DATE: PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WAS I HEREBY CERTIFY THAT THIS PLAN, SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO. SIGNED: PRINT NAME: DATE: JL PROPOSED P-1 COLOR Suite Living PERSPECTIVES P-1 1 NOT TO SCALE PERSPECTIVE ELEVATION FROM NORTH RUSSELL R ROSA 18039 P-1 2 NOT TO SCALE PERSPECTIVE ELEVATION FROM SOUTHWEST 33rd St. W & HWY 61 Hastings, MN 55033 22227 AUG. 12, 2022 of Hastings 8/12/2022 VIII-10 VIII-10 City of Hastings Community Development Department Land Use Application Address or PID of Property:i9i840000030 Applicant Name:Jeremy Latson (Hampton Cos) AddreSS'^®^4 Buerkle Rd While Bear Lake,MN 55110 Phone:651-200-4365 Fax: Email:jeremy@hamPtoncos.com Property Owner:McMztAu*~~iI /u.vE i Address:550b?> Phone: Fax: Email:~ Description of Request:Construction of a 32-unit assisted living and memory care facility with associated parking,utility,stormwater,and landscape improvements. If requesting site plan review of multi-family units (three or more attached),are the units intended to be for sale or rental units?Renlal Check Applicable Line(s)Please Note:All Fees and Escrows are due at time of application.e[Rezone $500 ]Minor Subdivision $500E[Final Plat $600 j Special Use Permit $500[Variance $300 jE Comp Plan Amend.$500[Vacation $500 j [Lot Split/Lot Line Adj.$75[House Move $500 j Annexation $500 plus legal expenses[Prelim Plat $500 +escrow j j EAW $500 +$1,000 escrowB[Site Plan $500 +escrow j ,Interim Use Permit $500 Total Amount Due:$ss,35°Make checks payable to City of Hastings. Most credit cards also accepted. Please ensure that all copies of required documents are attached. Applicant Signature Date Owner Signature Date Jeremy Larson.Executive Vice President Applicant Name and Title -Please Print EJ Owner Name -Please Print OFFICIAL USE ONLY File #Rec'd By: Fee Paid:Receipt U Date Rec'd: App.Complete