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VII.4. Conditional Use Permit for the the Blake School Campus Improvements; Lindahl (CR2017-028)
February 7, 2017 City Council Report 2017-028 Conditional Use Permit for the Blake School Campus Improvements Proposed Action: Staff recommends the City Council approve the following motion: • Move to adopt Resolution 2017-011, approving a conditional use permit for The Blake School campus improvements, subject to conditions. Overview The applicant, The Blake School, requests approval of a conditional use permit to allow construction of their campus improvement plan. This plan includes a series of projects to modernize and expand The Blake School’s facilities over the next three years. Blake’s plans include renovations to their existing ice arena, dining commons, admissions offices, main entry hall, western driveway and southern parking lot. Both the Planning & Zoning Commission and staff recommend approval of this request. Primary Issues to Consider • Background • Planning & Zoning Commission Action • Neighborhood Meeting • Conditional Use Permit • Site Plan • Alternatives Supporting Documents • Resolution 2017-011 Approving a Conditional Use Permit • Applicant’s Narrative • Plans and Building Elevations • Neighborhood Meeting Sign-In Sheet and Minutes _____________________ Jason Lindahl, AICP City Planner Financial Impact: $ N/A Budgeted: Y/N ____ Source: _____________ Related Documents (CIP, ERP, etc.): _________________________________________ Notes: City Council Report 2017-028 Page 2 Primary Issues to Consider Background. Blake campus improvement plans will occur in three phases over the next three years. Phase 1 will be a 4,900 square feet addition to the existing ice arena and include a new entry vestibule, expanded locker rooms and larger public restrooms. Phase 1 is scheduled to begin in March of 2017 and conclude by the end of the year. Phase 2 will be a 16,000 square feet addition to the dining commons and admissions offices. The second phase is scheduled to begin in August of 2017 and be completed by August of 2018. Phase 3 calls for a new 20,000 square feet entry hall that will provide a singular entry point into the Hopkins facility, as well as a new parking lot and drop-off/pick-up system. Phase 3 is scheduled to begin in the summer of 2018 and be completed by August of 2019. In total, these improvements will provide modernized and expanded facilities, improved ADA access and increase life safety and security for all students, faculty and visitors. Planning & Zoning Commission Action. The Planning & Zoning Commission held a public hearing during their regular meeting on January 25, 2017, to review Planning Application 2017- 01-CUP. After hearing a summary presentation from staff, the Commissioners asked questions about applicant’s landscaping and outdoor lighting plans, bus storage and circulation, tree removal and exterior building materials. During the public hearing, Karen Lundholm of 309 Arthur Street, Edina, stated her concerns about the impact Blake’s plan would have on properties to the west and south with regard to parking, noise, light, idling buses, public safety and property values. Dan Kelly, CFO for Blake, addressed the Commission and stated The Blake School is committed to working with its neighbors and the City to meet all development requirements. After some discussion, the Commission voted 4-1 to recommend the City Council approve this request. Commissioner Newhouse voted against the motion because the applicant still needs to revise their landscaping and exterior lighting plans. The applicant has since revised these plans to meet the City’s requirements (see attached). Neighborhood Meeting. City policy requires conditional use permit (CUP) applicants to hold a meeting to provide information and answer questions from the surrounding neighborhood. This meeting took place on January 9 from 6:30 to 7:30 p.m. at The Blake School and was attended by 18 people from both Hopkins and Edina. Questions from the attendees related to traffic access and circulation, bus and automobile parking, the trail along the south side of the campus and changes to Blake Road. The Blake School staff took minutes during this meeting, and they are attached for your reference. Conditional Use Permit. Conditional use permit applications are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if the application meets these requirements they are approved. In evaluating a conditional use permit application, the Planning & Zoning Commission and City Council shall consider and require compliance with the standards, conditions and requirements detailed in Section 525.13, Subdivision 15, of the City Code. In many cases these requirements overlap with, and are covered in more detail in, the Site Plan Review section of this report. Given the timeline for this project, it should be noted that a conditional use permit expires one year after it has been granted unless the use for which the approval had been granted is in effect. Extensions may be granted provided the applicant submit a letter to the Planning department requesting an extension 30 days before the expiration of said approval. The Planning within the City Council Report 2017-028 Page 3 one-year extension period. Only one such extension may be granted. A second request for a time extension shall be presented to the City Council for consideration. a) The consistency with the elements and objectives of the City's development plan, including the Comprehensive Plan and any other relevant plans at the time of the request; Finding: The land use and zoning designations are consistent with the proposed improvements to The Blake School campus. The subject property is both guided and zoned Institutional. According to the Comprehensive Plan, the Institutional land use category is intended to capture public and semi-public uses such as schools, churches, government buildings and other civic use. By comparison, the Institutional zoning district identifies schools and all structures, facilities and physical improvements as a conditional use. b) Consistency with this ordinance; Finding: The subject property and proposed development are consistent with the City ordinances. More specifically, these ordinances relate to the City’s development standards contained in the zoning regulations. Staff’s review of this project and the City’s zoning regulations are detailed in the site plan section of this report. c) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development; Finding: Staff finds the proposed campus improvements will not significantly alter the existing relationship of buildings and open space with natural site features or their visual relationship to the development. d) Creation of a functional and harmonious design for structures and site features, with special attention to the following: 1.) An internal sense of order for the buildings and uses on the site and provision of a desirable environment for occupants, visitors and the general community; Finding: The proposed campus improvements will improve the internal sense of order for the buildings and uses on the site and provide a desirable environment for occupants, visitors and the general community. In total, these improvements will provide modernized and expanded facilities, improved ADA access and increase life safety and security for all students, faculty and visitors. 2.) The amount and location of open space and landscaping; Finding: The proposed campus improvements will improve the amount and location of open space and landscaping. These improvements are detailed in the landscaping section of the Site Plan Review. 3.) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with the adjacent and neighboring structures and uses; City Council Report 2017-028 Page 4 Finding: The proposed campus improvements include additions to the ice arena, dining commons and entry hall. In each case, these additions were designed to use materials, textures, colors and details that are consistent with the City’s zoning standards and compatible with both the surrounding neighborhood and the school’s existing buildings. The proposed additions and their exterior materials are detailed in the exterior building materials section of the Site Plan Review. 4.) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangements and amount of parking; Finding: The proposed campus improvements will improve vehicle and pedestrian circulation throughout the site. These improvements are detailed in the Access and Parking and Pedestrian Circulation section of the Site Plan Review. e.) Promotion of energy conservation through design, location, orientation and elevation of structures, the use and location of glass in structures and the use of landscape materials and site grading; Finding: According to the applicant, the Hopkins Campus Renewal projects will promote energy conservation through improvements to existing building systems, new efficient systems, and through the façade materials of the building additions. The additions will necessitate the relocation and complete replacement of the school’s existing inefficient and antiquated boiler plant in favor of new, 95 percent efficient boilers, greatly improving the energy efficiency of the mechanical systems in the school’s existing buildings and ensuring that the new mechanical systems of the additions will be highly energy efficient. The Dining Addition will make use of specialized mechanical systems such as heat recovery and carbon dioxide sensors that minimize heat loss due to fresh air intake. New construction will make use of efficient LED lighting systems, paired with daylight and occupancy/vacancy sensors, minimizing the energy use that the buildings’ electrical systems will require. The facades of the Dining and Lobby additions make ample use of glass, providing opportunities for daylight harvesting and providing for user comfort and views to the outdoors. The energy impacts of the large glass surface areas are improved through the use of highly efficient glass with a U-value of approximately 0.42. At the Lobby Addition, glazing has been maximized on the south façade to provide an engaging façade, ample exterior views for the occupants and the opportunity for passive solar gain in the winter months, when the buildings are most frequently used and when energy demands are highest. The renewal plan for Blake’s Hopkins Campus also maintains the existing school buildings, taking advantage of the embodied energy of these existing structures. f.) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those City Council Report 2017-028 Page 5 aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses; Finding: The applicant has taken several steps to protect adjacent and neighboring properties. These steps are detailed in the Landscaping and Engineering section of the Site Plan Review. g.) The use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor tend to or actually diminish and impair property values within the neighborhood; Finding: The proposed campus improvements will not be injurious to the use and enjoyment of other property in the immediate vicinity or diminish and impair property values within the neighborhood. h.) In Institutional zoning districts, the Conditional Use Permit application shall comply with the standards, conditions and requirements stated in Section 542.03 of this Ordinance. Finding: Section 542.03 provides for standards related to a conditional use that includes demolition or removal of dwelling units and does not apply to this application. i.) Traffic impacts such as increases in vehicular traffic, changes in traffic movements, traffic congestion, interference with other transportation systems or pedestrian traffic, and traffic hazards shall be considered by the Planning & Zoning Commission and City Council in evaluating an application for a Conditional Use Permit; and, Finding: The proposed campus improvement will both reduce the impact of traffic from The Blake School on the adjacent residential neighborhoods and improve internal traffic circulation; however, the Institutional district development regulations require additional screening and buffering of the expanded parking lots and access drives that abut residential uses. Details about the proposed changes can be found in the Access and Parking and Landscaping sections of the Site Plan Review. Site Plan Review. Standards for reviewing a site plan application are detailed in Section 526 of the City Code. This section establishes site plan review procedures and provides regulations pertaining to the enforcement of site design standards consistent with the requirements of this section. These procedures are established to promote high quality development to ensure the long-term stability of residential neighborhoods and enhance the built and natural environment within the City as new development and redevelopment activities occur. Land Use and Zoning Standards. The land use and zoning designations are consistent with the proposed improvements to The Blake School campus. The subject property is both guided and zoned Institutional. According to the Comprehensive Plan, the Institutional land use category is intended to capture public and semi-public uses such as schools, churches, government buildings and other civic use. By comparison, the Institutional zoning district identifies schools and all structures, facilities and physical improvements as a conditional use. Lot and Building Standards. The subject property is zoned Institutional and the lot and building standards for this district are detailed in the table below. Given the size of The Blake School property (more than 49 acres) and the internal orientation of the existing buildings and City Council Report 2017-028 Page 6 proposed additions, the site remains in compliance with the setback standards listed below. Lot & Building Standards for the Institutional District Standard Required Front Setback 35 feet Side Setback (east) 35 feet Side Setback (west) 35 feet Rear Setback 35 feet Maximum Height 35 feet Exterior Building Materials. While the Institutional district does not provide specific exterior building materials criteria, the conditional use permit standards do require building materials, textures, colors and details are compatible with the adjacent and neighboring structures and uses. The proposed additions were designed to use materials, textures, colors and details that are consistent with the City’s zoning standards and compatible with both the surrounding neighborhood and the schools existing buildings. Specifics for each building are detailed below. According to the applicant, the ice arena addition will make use of cement board panels for cladding the new exterior walls and include storefront glazing at the vestibule entry for light and visibility. A plaza area will be created in front of the new entry vestibule, using retaining wall construction and concrete paving to provide ample space for people entering and exiting the arena for events. The new additions for the Dining Commons and Entry Hall will be constructed of brick, cast stone and limestone to relate harmoniously with the school’s existing buildings, including the original 1912 building. Both additions also make ample use of glazing via large storefront and curtain wall window systems to lend the new spaces plenty of light, open views and an updated feel. Metal panels clad interstitial volumes and other minor elements. New entries at the additions will be marked by phenolic resin soffit and siding panels that resemble wood and create a connection between outdoor and indoor materials. Access and Parking. The current access and parking configuration will remain in place until construction of the Phase 3 (Entry Hall addition) in the summer of 2018. During Phase 3, bus storage will be moved to the southwest corner of the property and existing parking lot and drop off and pickup area will be reconfigured. Currently, buses park in a lot along Excelsior Boulevard and queue for drop off and pickup in the main parking lot, reducing available parking for vehicles during busy hours. The new design will reconstruct the existing drive lane on the west side of the ice arena and dedicate it as one- way, southbound bus traffic only. In addition, the access from Harrison will be dedicated as emergency access only. Together, these changes will reduce vehicle traffic adjacent to the neighborhood west of the campus and create additional vehicle parking next to the ballfields south of Excelsior Boulevard where buses park. The existing parking lot at the south end of the campus will also be reconstructed with a net increase of 24 stalls (from 119 to 143) and significant landscaping improvements. Pedestrian Circulation. The proposed campus improvements will improve pedestrian circulation in two areas. First, as part of Phase 1, the existing drive lane on the east side of the ice arena will be closed to vehicle traffic and become a pedestrian-only path. This will both City Council Report 2017-028 Page 7 reduce traffic adjacent to the neighborhood west of the campus and create a continuous north/south pedestrian path along the west side of the campus, linking the trail along Excelsior Boulevard with the trail running east/west south of the school. Second, reconfiguration of the southern parking lot will include sidewalk that will improve pedestrian access from the parking lot to the school’s main entrance. Landscaping. The applicant’s landscape plans call for significant improvements adjacent to the proposed building expansions and reconfigured parking and drop off and pick up area. Section 542.05 requires new or expanded parking lots or access drives that abut or are across the street from an existing dwelling or dwellings shall be screened by a landscape buffer at least 15 feet in width. Buffer areas shall be planted with a mixture of not less than 50 percent coniferous plantings to facilitate year-round screening. Berming may also be required for screening purposes. The applicant has revised their landscaping plan to exceed this standard. Staff recommends a condition of approval require the applicant provide a landscape security in the form of a letter of credit equal to 1.5 times the value of the proposed plantings. The letter of credit shall be provided prior to the issuance of any building permit for each phase and shall be valid for a period equal to two growing seasons after the date of installation of the landscaping. Signage. The applicant’s plans include new wall signs. It should be noted that any new signage must conform to the City’s sign regulations and be approved through a separate administrative sign permit. Exterior Lighting. The applicant’s exterior lighting plans conform with the City’s lighting standards for both light fixture type and dispersion levels. The applicant’s plans indicate they will use “cobra head” style fixture that will direct light toward the ground and produce a light dispersion pattern that will not exceed one (1) foot candle at the property line. Trash Enclosure. The facility’s trash/recycling locations are largely unchanged by the projects under this CUP application. Currently, three dumpster locations exist on campus: near the Maintenance Building, south of the Ice Arena and to the East of the main building at the loading dock. The only revision to current operations anticipated is to shift the location of the Ice Arena dumpster from the existing curb line, up closer to the Ice Arena building. This location will receive a new enclosure that matches adjacent building enclosure materials. Engineering Standards. The City Engineer has reviewed the applicant’s plans and finds them in compliance with City standards. The applicant is also required to receive any necessary approvals from the Minnehaha Creek Watershed District prior to issuance of a building permit. • There is additional impervious surface being created around the ice area; additional runoff created by the new surface must be captured and treated on-site. There is an underground system proposed south of the ice arena that will treat the new runoff to Minnehaha Creek Watershed District and City standards. • Additional information must be provided regarding existing drainage patterns around the ice arena and changes to discharge locations/concentrations. Staff has concerns with the creation of new point discharges. A copy of the drainage report was provided to verify post development discharge rates and volumes at this location will be very close to the existing condition. The number of new discharge pipes was also consolidated from 3 to 1. City Council Report 2017-028 Page 8 Alternatives 1. Approve the conditional use permit (CUP) application. By approving this request, the applicant will be allowed to proceed with the three phases of this plan, subject to conditions. 2. Deny the conditional use permit (CUP) application. By denying the request, the applicant will not be allowed to proceed with their plans. If the City Council considers this option, findings must be identified that support this alternative. 3. Continue for further information. If the City Council indicates that further information is needed, the items should be continued. CITY OF HOPKINS Hennepin County, Minnesota RESOLUTION NO. 2017-011 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR THE BLAKE SCHOOL CAMPUS IMPROVEMENTS WHEREAS, The Blake School initiated a conditional use permit (CUP) application for the properties currently located at 110 Blake Road; WHEREAS, these properties are legally described as Lot 1, Block 1, The Blake School Addition, except that part embraced within the east 1/2 of the southwest 1/4 of Section 19 Township 117 Range 21 Hennepin County, Minnesota; WHEREAS, the procedural history of the application is as follows: 1. A site plan application was initiated by the applicant on December 23, 2016; 2. The Hopkins Planning and Zoning Commission, pursuant to published and mailed notice, held a public hearing on the application and reviewed such application on January 25, 2017: all persons present were given an opportunity to be heard; and 3. That the written comments and analysis of City staff were considered. WHEREAS, the City Council of the City of Hopkins reviewed this application during their meeting on February 7, 2017, and agreed with the findings and recommendations of the Planning & Zoning Commission. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Hopkins hereby approves a conditional use permit for The Blake School campus improvements, subject to the conditions listed below. 1. Issuance of a building permit. 2. Submission of a landscape security in a form acceptable to the City Attorney equal to 1.5 times the value of the proposed plantings. The letter of credit shall be provided prior to the issuance of a building permit for each phase and shall be valid for a period equal to two growing seasons after the date of installation of the landscaping. 3. All exterior signage shall be approved through a separate sign permit. 4. Approval of all necessary permits from the Minnehaha Creek Watershed District prior to issuance of a building permit. 5. Conditional use permits expire one year from the approval date. Requests for any extensions shall comply with City requirements. Adopted by the City Council of the City of Hopkins this 7th day of February 2017. _______________________ Molly Cummings, Mayor ATTEST: ______________________ Amy Domeier, City Clerk Blake Campus Renewal Projects Detailed Narrative – Conditional Use Permit Application 12/22/16 The Blake School’s Hopkins campus serves the entire Blake community, functioning as an academic center for Pre-K through Grade 8, provides athletic facilities and performing arts for all students, and houses the school’s admissions and business offices. The original building on this campus was established in 1912, and has been added on to many times over the past decades. Blake has undertaken an initiative to provide much needed major facility improvements to the Hopkins campus. There will be a series of projects over the next four years that will require a Conditional Use Permit. These projects are summarized below: Ice Arena The first addition will be a small 4,900 SF addition and renovation to the Ice Arena. The Ice Arena addition will begin in March 2017 and complete by November 2017. It will provide: � New vestibule and entry � Expanded community locker rooms and shower facilities � Larger public restroom capacity The Ice Arena addition will make use of cement board panels for cladding the new exterior walls, and include storefront glazing at the vestibule entry to bring light into the arena and give the entry higher visibility. A plaza area will be created in front of the new entry vestibule, using retaining wall construction and concrete paving to provide ample space for people entering and exiting the arena for events. As a result of the expansion to the Ice Arena, the current drive lane on the east side of the building will be closed to vehicle traffic, and become a pedestrian only path. This will help to reduce the amount of vehicle traffic on the West side of the campus, where it is closest to adjacent residential homes. Dining Commons & Entry Hall The second addition will be a new 16,000 SF Dining Commons and relocated Admissions Offices. Dining is planned for construction start in August 2017 to be complete in August 2018. Key elements of this addition are: � Larger dining room � New kitchen � Dual serving area for variety of ages � Enclose the existing Loggia to house new Admissions Offices The third addition to the Blake Campus will be a 20,000 SF Entry Hall that will provide singular point of entry and a clear connection to the Lower and Middle School. The Entry Hall and adjoining site work is currently anticipated to start in Summer of 2018 and complete in August 2019. This addition will include: � Large lobby and gathering space � New corridors to provide connectivity throughout the school � Improvements to the performing arts center - new restrooms and back of house spaces � Re-work parking lot and drop-off/pick-up system for both buses and cars � Relocate play areas displaced by the new parking areas and drive lanes � Storm water retention per Watershed requirements The new Additions for the Dining Commons and Entry Hall will both make use of masonry materials like brick, cast stone, and limestone in order to relate harmoniously with the school’s existing buildings, including the original 1912 building. At the same time, both make ample use of glazing via large storefront and curtainwall window systems in order to lend the new spaces plenty of light, open views, and an updated feel. Metal panels clad interstitial volumes and other minor elements. New entries at the additions will be marked by phenolic resin soffit and siding panels which resemble wood and create a connection between outdoor and indoor materials. Site Work In conjunction with the Entry Hall addition, the site on the south end of the campus will undergo significant revisions. Currently, buses park in a lot along Excelsior, and queue for drop off and pickup in the main parking lot – reducing the available parking for vehicles during busy hours. By re-working the drive around the Ice Arena and allowing the buses to queue instead along the west of the parking area in dedicated parking spots, the need to park buses in the highly visible Excelsior lot is eliminated and frees up parking in the main lot. Additionally, the lane around the west of the Ice Arena will be dedicated to one-way bus traffic only, significantly reducing the volume of vehicle traffic at the closest points to the homes west of the school. A complete campus survey of tree species and size was completed in 2014 when campus master planning began, and is included with the submittal documents. Blake appreciates the value that the mature trees bring to the property, therefore this information was taken into serious consideration when planning building additions and site work, to balance the needs of the school with the placement of established trees. More detailed tree information is available within the project documentation provided. In addition to the individual gains listed above for each project, the campus renewal effort as a whole will increase the ADA accessibility across the entire campus and provide increased life safety & security for all students, faculty and visitors. Added narrative 1/30/2017: Energy Conservation The Blake Hopkins Campus Renewal projects will promote energy conservation through improvements to existing building systems, new efficient systems, and through the façade materials of the building additions. The additions will necessitate the relocation and complete replacement of the school’s existing inefficient and antiquated boiler plant in favor of new 95% percent efficient boilers, greatly improving the energy efficiency of the mechanical systems in the school’s existing buildings, and ensuring that the new mechanical systems of the additions will be highly energy- efficient. The Dining Addition will make use of specialized mechanical systems such as heat recovery and carbon dioxide sensors that minimize heat loss due to fresh air intake. New construction will make use of efficient LED lighting systems, paired with daylight and occupancy/vacancy sensors, minimizing the energy use that the buildings’ electrical systems will require. The facades of the Dining and Lobby additions make ample use of glass, providing opportunities for daylight harvesting and providing for user comfort and views to the outdoors. The energy impacts of the large glass surface areas are improved through the use of highly efficient glass with a U-value of approximately 0.42. At the Lobby Addition, glazing has been maximized on the south façade to provide an engaging façade, ample exterior views for the occupants and the opportunity for passive solar gain in the winter months, when the buildings are most frequently used and when energy demands are highest. The renewal plan for Blake’s Hopkins Campus also maintains the existing school buildings, taking advantage of the embodied energy of these existing structures. Facility Trash/Recycling Operations The facility’s trash/recycling locations are largely unchanged by the projects under this CUP application. Currently, three dumpster locations exist on campus: near the Maintenance Building, south of the Ice Arena, and to the East of the main building at the loading dock. The only revision to current operations anticipated is to shift the location of the Ice Arena dumpster from the existing curb line, up closer to the Ice Arena building. This location will receive a new enclosure that matches adjacent building enclosure materials. All locations are indicated on the updated site plans. Landscape - Screening and Buffering To respond to the neighborhood concerns regarding the proposed bus routing, the Blake team has worked with the City to provide updated Landscaping documents in compliance with City of Hopkins screening and buffering requirements. Site Lighting Additional information on site lighting is provided in the revised documents, to include fixture selections and cut sheets as well as photometric plans demonstrating compliance with City of Hopkins requirements. 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5 . 4 7 IE : 9 1 2 . 5 2 RE : 9 1 0 . 8 6 RE : 9 1 0 . 4 0 R E : 9 2 0 . 1 0 I E : 9 1 4 . 8 0 R E : 9 2 0 . 6 4 IE : 9 1 5 . 3 4 ( S W ) I E : 9 1 4 . 1 4 ( N ) I E : 9 1 3 . 8 4 ( S E ) R E : 9 2 0 . 8 7 I E : 9 1 5 . 9 7 R E : 9 2 0 . 0 8 IE : 9 1 3 . 4 8 ( W ) I E : 9 1 3 . 2 8 ( N ) R E : 9 2 0 . 5 3 I E : 9 1 3 . 2 3 ( N W ) IE : 9 1 1 . 2 3 ( E ) ( W ) IE : 9 1 2 . 9 3 ( S ) R E : 9 1 9 . 9 0 I E : 9 1 6 . 1 0 RE : 9 1 9 . 8 0 IE : 9 1 5 . 6 0 ( N ) ( W ) IE : 9 1 5 . 2 0 ( S ) R E : 9 2 0 . 4 4 IE : 9 1 1 . 9 4 R E : 9 2 0 . 2 0 IE : 9 0 7 . 1 0 RE : 9 2 0 . 1 7 I E : 9 1 3 . 3 7 ( N ) IE : 9 1 0 . 9 7 ( E ) ( W ) RE : 9 1 9 . 0 2 I E : 9 1 4 . 9 2 R E : 9 1 9 . 2 6 I E : 9 1 0 . 6 6 ( E ) ( W ) ( S E ) I E : 9 1 2 . 9 6 ( S W ) R E : 9 1 9 . 3 0 I E : 9 1 4 . 9 0 R E : 9 1 7 . 9 0 I E : 9 1 4 . 3 0 R E : 9 1 8 . 7 3 I E : 9 1 3 . 9 3 R E : 9 1 8 . 5 3 I E : 9 1 3 . 9 3 ( S ) I E : 9 1 0 . 3 3 ( E ) ( W ) I E : 9 1 3 . 3 3 ( N ) RE : 9 1 8 . 1 7 I E : 9 1 3 . 7 7 RE : 9 1 8 . 5 3 I E : 9 0 6 . 6 3 R E : 9 1 8 . 9 6 IE : 9 0 6 . 6 6 RE : 9 1 7 . 2 0 IE : 9 1 3 . 8 0 RE : 9 1 6 . 5 9 IE : 9 1 1 . 5 9 ( N W ) IE : 9 1 2 . 7 9 ( W ) RE : 9 1 7 . 2 0 I E : 9 0 9 . 3 0 ( W ) ( N E ) I E : 9 1 1 . 2 0 ( S E ) R E : 9 1 6 . 3 0 I E : 9 1 1 . 7 0 R E : 9 1 6 . 4 0 I E : 9 1 1 . 3 0 ( W ) I E : 9 1 0 . 9 0 ( S ) R E : 9 1 7 . 0 0 I E : 9 1 0 . 7 0 R E : 9 1 6 . 8 4 I E : 9 1 0 . 4 4 RE : 9 1 7 . 5 6 IE : 9 0 6 . 2 6 RE : 9 1 7 . 5 4 IE : 9 1 2 . 3 4 RE : 9 1 7 . 3 1 IE : 9 0 1 . 5 1 RE : 9 1 7 . 1 3 IE : 9 0 9 . 3 3 ( N W ) IE : 9 0 8 . 7 3 ( E ) RE : 9 1 7 . 3 2 I E : 9 0 8 . 7 2 RE : 9 1 7 . 4 0 IE : 9 1 0 . 3 0 RE : 9 1 8 . 1 2 I E : 9 0 8 . 7 2 ( E ) ( W ) IE : 9 1 0 . 1 2 ( N ) I E : 9 0 9 . 7 2 ( S ) RE : 9 1 7 . 4 4 I E : 9 1 0 . 5 4 RE : 9 1 5 . 4 6 I E : 9 1 0 . 4 6 RE : 9 1 9 . 3 0 IE : 9 1 4 . 7 0 R E : 9 1 9 . 1 0 I E : 9 1 6 . 2 0 RE : 9 2 1 . 6 0 IE : 9 1 4 . 0 9 5 ( E ) ( W ) IE : 9 1 5 . 2 0 ( S ) RE : 9 2 1 . 7 7 IE : 9 1 3 . 9 8 RE : 9 2 1 . 0 0 IE : 9 1 6 . 3 5 RE : 9 2 1 . 7 0 IE : 9 1 5 . 9 0 RE : 9 2 1 . 6 0 IE : 9 1 5 . 9 0 RE : 9 2 2 . 1 0 IE : 9 1 5 . 8 0 RE : 9 2 2 . 4 0 IE : 9 1 3 . 7 2 ( E ) ( W ) IE : 9 1 4 . 5 0 ( N ) IE : 9 1 4 . 9 2 ( S ) R E : 9 1 8 . 1 3 I E : 9 1 5 . 0 6 B O T T O M : 9 1 3 . 6 3 RE : 9 2 2 . 9 0 IE : 9 1 3 . 3 0 ( E ) ( W ) I E : 9 1 4 . 9 0 ( S ) RE : 9 2 1 . 8 6 IE : 9 1 5 . 5 0 ( N W ) IE : 9 1 5 . 9 8 ( E ) RE : 9 2 1 . 8 0 IE : 9 1 6 . 4 4 R E : 9 2 1 . 1 6 I E : 9 1 9 . 0 1 RE : 9 2 2 . 9 0 IE : 9 1 9 . 0 0 R E : 9 1 9 . 4 0 IE : 9 0 6 . 4 0 RE : 9 1 9 . 4 0 I E : 9 0 6 . 3 0 R E : 9 1 9 . 5 0 IE : 9 0 3 . 3 0 ( E ) ( W ) IE : 9 0 3 . 7 0 ( S ) R E : 9 1 8 . 1 0 I E : 9 1 3 . 8 0 RE : 9 1 8 . 8 2 IE : 9 1 2 . 9 2 RE : 9 1 8 . 6 2 IE : 9 1 2 . 8 2 ( E ) ( W ) RE:917.60 IE:913.60 R E : 9 1 8 . 3 0 I E : 9 0 3 . 7 0 R E : 9 1 8 . 2 1 I E : 9 0 4 . 3 0 RE:916.43 IE:913.53 RE:916.88 IE:913.28 R E : 9 1 7 . 0 0 I E : 9 1 3 . 1 0 RE : 9 1 6 . 5 0 IE : 9 1 1 . 9 0 ( N ) IE : 9 1 2 . 6 0 ( W ) IE : 9 1 2 . 2 0 ( S ) RE : 9 1 7 . 5 0 IE : 9 1 3 . 7 0 RE : 9 1 7 . 7 0 IE : 9 1 3 . 4 0 R E : 9 1 8 . 0 0 I E : 9 1 3 . 0 0 12 " C M P RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) IE : 9 1 8 . 2 5 R E : 9 1 7 . 2 2 RE : 9 2 1 . 4 0 IE : 9 1 7 . 2 0 RE : 9 2 1 . 4 2 IE : 9 1 7 . 7 2 RE : 9 2 1 . 3 9 IE : 9 1 6 . 8 9 R E : 9 2 1 . 3 3 I E : 9 1 7 . 2 3 R E : 9 2 1 . 8 3 I E : 9 1 7 . 5 8 R E : 9 2 1 . 5 0 I E : 9 1 7 . 2 5 R E : 9 2 1 . 8 5 I E : 9 1 8 . 1 5 R E : 9 2 1 . 4 6 I E : 9 1 7 . 6 1 RE : 9 2 1 . 8 4 IE : 9 1 8 . 5 9 RE : 9 2 1 . 4 8 IE : 9 1 7 . 8 8 R E : 9 2 1 . 6 0 IE : 9 1 7 . 9 0 RE : 9 2 1 . 4 7 IE : 9 1 8 . 5 7 R E : 9 2 1 . 3 4 IE : 9 1 7 . 3 4 RE : 9 2 1 . 5 0 IE : 9 1 7 . 8 5 RE: 9 2 1 . 2 9 IE: 9 1 6 . 8 9 RE:92 1 . 4 0 IE:91 7 . 4 0 R E : 9 2 1 . 6 9 I E : 9 1 6 . 5 9 R E : 9 2 1 . 3 9 I E : 9 1 6 . 8 9 R E : 9 2 1 . 3 3 I E : 9 1 6 . 3 3 R E : 9 2 1 . 4 3 I E : 9 1 6 . 6 8 RE : 9 2 1 . 4 4 IE : 9 1 6 . 1 4 ( N ) ( S ) IE : 9 1 6 . 0 9 ( E ) ( W ) 9" P V C 12 " P V C 9 " P V C 9"PV C 9" P V C 9 " P V C 9 " P V C 9 " P V C 9 " P V C 9" P V C 9" P V C 9"P V C 9"PV C 9 " P V C 9 " P V C 9 " P V C 9 " P V C 9 " P V C 12 " P V C 21"RCP R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P MA N H O L E B U R I E D BL E A C H E R S B L E A C H E R S B L E A C H E R S S T E P S S T E P S STE P S STEPS STE P S R E : 9 2 0 . 4 9 I E : 9 0 8 . 7 8 ( N ) I E : 9 0 9 . 5 0 ( S E ) R E : 9 2 0 . 0 0 I E : 9 1 1 . 6 5 8 " P V C RE : 9 2 1 . 1 9 IE : 9 1 4 . 3 6 R E : 9 2 1 . 0 0 I E : 9 1 5 . 1 9 R E : 9 2 0 . 3 9 I E : 9 0 9 . 8 9 RE : 9 2 2 . 8 1 IE : X X X . X X RE : 9 2 3 . 1 1 IE : X X X . X X R E : 9 2 3 . 5 3 IE : X X X . X X I E : 9 1 8 . 1 1 RE: 9 2 4 . 3 4 IE: 9 1 1 . 9 7 IE : 9 1 6 . 3 0 18" R C P R E : 9 2 7 . 4 0 I E : 9 1 7 . 6 7 R E : 9 2 7 . 7 2 I E : 9 1 7 . 8 8 18"R C P 15"RCP RE : 9 3 5 . 1 2 IE : 9 2 5 . 0 9 ( N ) IE : 9 2 5 . 2 2 ( W ) RE : 9 3 5 . 1 2 IE : 9 2 1 5 . 2 2 12"R C P R E : 9 4 0 . 8 8 IE : 9 3 3 . 4 9 RE:9 4 1 . 3 2 IE:9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE:953.20 IE:949.45 RE:953.18 IE:949.85 RE:953.17 IE:950.27 RE:953.39 IE:950.71 12"RCP RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R 6 " 8" P V C IR R . T A N K R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C RE : 9 1 7 . 4 7 R E : 9 3 0 . 0 8 I E : 9 1 9 . 7 2 ( N ) I E : 9 2 0 . 4 8 ( E ) I E : 9 2 1 . 4 8 ( W ) R E : 9 2 8 . 2 2 BLE A C H E R S BLE A C H E R S BL E A C H E R S RE : 9 1 9 . 8 0 IE : 9 1 5 . 6 0 ( W ) IE : 9 1 5 . 5 ( N ) IE : 9 1 5 . 9 0 ( E ) IE : 9 1 5 . 8 0 ( S ) MO N U M E N T R E : 9 2 3 . 3 9 I E : 9 0 5 . 1 0 R E : 9 2 9 . 2 6 I E : 9 0 5 . 7 5 R E : 9 3 1 . 8 6 I E : 9 1 8 . 8 3 3" P V C 8 " R E : 9 1 8 . 5 0 I E : 9 1 0 . 4 0 ( W ) I E : 9 0 9 . 4 0 ( N ) ( S ) I E : 9 1 1 . 9 0 ( S E ) STEP S STE P S ST E P S S T E P S R A M P ST E P S S T E P S FU E L T A N K (AP P R O X I M A T E L O C A T I O N ) (APP R O X I M A T E L O C A T I O N ) RE: 9 3 2 . 9 3 IE: 9 2 6 . 9 2 ( S ) IE: 9 2 4 . 8 4 ( N ) H A R R I S O N A V E S BLAKE RD S SP R U C E R D H A R R I S O N A V E S SP R U C E R D BLAKE RD S BLAKE RD S 34 2 93 8 . 3 6 SE A R C H 34 3 92 3 . 3 9 SE A R C H UK N W N 6 " P V C C O 8 " W M 8 " W M SB - 6 94 4 . 0 SB - 5 94 4 . 0 SB - 1 92 0 . 8 SB - 2 91 2 . 9 SB - 3 92 2 . 1 SB - 4 91 3 . 4 SB - 7 91 4 . 5 SB - 8 91 6 . 0 SB - 9 91 4 . 5 SB - 1 0 91 5 . 9 SB - 1 2 91 8 . 2 SB - 2 6 94 4 . 9 SB - 2 5 94 3 . 5 SB - 2 4 94 6 . 5 SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . PO S T IN D I C A T O R 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) IR R . W E L L HO M E D U G O U T AWAY DUGOUT FUT U R E PRE S S B O X PRO P . BLD G . FFE = 91 6 . 5 0 EL E C XFR FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H FP FP 1 5 ' B U F F E R 1 5 ' B U F F E R TR A S H TR A S H 14 3 S T A L L S NO PA R K I N G PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) DI N I N G P H A S E IC E A R E N A P H A S E LO B B Y P H A S E OVERALL PLAN -PHASING C002NORTH 0 80 160 40Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc. 1 6 " C I P 12"CMP RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P B L E A C H E R S B L E A C H E R S S T E P S S T E P S STE P S STEPS STE P S 18"R C P 15"RCP RE : 9 3 5 . 1 2 IE : 9 2 5 . 0 9 ( N ) IE : 9 2 5 . 2 2 ( W ) RE : 9 3 5 . 1 2 IE : 9 2 1 5 . 2 2 12"R C P R E : 9 4 0 . 8 8 I E : 9 3 3 . 4 9 RE:9 4 1 . 3 2 IE: 9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE:953.20 IE:949.45 RE:953.18 IE:949.85 RE:953.17 IE:950.27 RE:953.39 IE:950.71 12"RCP RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R 6 " 8"CLAY 8" P V C RE : 9 5 4 . 4 8 IE : 9 5 1 . 4 9 12 " H D P E RE : 9 5 4 . 4 8 IE : 9 5 1 . 5 6 RE : 9 5 4 . 2 7 IE : 9 5 0 . 7 7 1 5 " H D P E IE : 9 4 8 . 0 4 GR A T E R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C PL A Y G R O U N D ST A I R S ST A I R S MO N U M E N T STE P S STE P S ST E P S S T E P S R A M P ST E P S S T E P S ST E P S (A P P R O X I M A T E L O C A T I O N ) (APP R O X I M A T E L O C A T I O N ) 34 2 93 8 . 3 6 SE A R C H UK N W N 6 " P V C C O 8 " W M SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) EL E C FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' SH E D SH E D TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R 1 1 2 2 2 2 3 3 3 3 3 3 3 4 9 8 5 5 6 7 7 7 4 10 11 SYMBOL LEGEND REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT.REMOVE AND DISPOSE OF EXISTING CONCRETE.REMOVE AND DISPOSE OF EXISTING STORM SEWER.REMOVE AND DISPOSE OF EXISTING FENCE.REMOVE AND SALVAGE BASKETBALL HOOP.REMOVE AND DISPOSE OF SANITARY SEWER.SEE MECHANICAL.REMOVE AND DISPOSE OF EXISTING RETAINING WALL.REMOVE STEPS AND WALK PATH FOR UTILITY CONSTRUCTION.RESTORE UPON COMPLETION.TELEVISING EXISTING SEWER FOR CONDITION ASSESSMENT.REMOVE AND DISPOSE OF TREE.REMOVE AND SALVAGE FLAGPOLE.REMOVE SOIL AS REQUIRED FOR WATERPROOFING. SEE ARCHITECTURAL.1 2 DEMOLITION PLAN NORTH C100KEY NOTESDEMOLITION NOTES 1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and local standard specifications for construction.NORTH 0 30 60 15REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT SECTION REMOVE AND DISPOSE OF EXISTING PLAYGROUND MATERIAL REMOVE AND SALVAGE AGLIME TO RESTORE PATH UPON UTILITY CONSTRUCTION COMPLETION CLEAR AND GRUB EXISTING UNDERBRUSH TREE REMOVAL 3 4 5 6 7 8 9 10 11 12 13 Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc.TREE REMOVALS 1 1 1 1 1 2 2 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 7 7 7 777 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 9 9 9 9 10 11 11 13 13 12 " C M P RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) IE:918.25 R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P S T E P S STE P S 12"R C P RE:9 4 1 . 3 2 IE:9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R RE : 9 5 5 . 0 0 IE : 9 4 9 . 1 0 6"6 " RE : 9 5 5 . 0 6 IE : 9 4 7 . 9 2 8"CLAY 8"CLAY 8" P V C RE : 9 5 4 . 4 8 IE : 9 5 1 . 4 9 12 " H D P E RE : 9 5 4 . 4 8 IE : 9 5 1 . 5 6 RE : 9 5 4 . 2 7 IE : 9 5 0 . 7 7 1 5 " H D P E IE : 9 4 8 . 0 4 IRR. TANK GR A T E R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C BLEACHERS PL A Y G R O U N D ST A I R S ST A I R S MO N U M E N T PL A Y G R O U N D PL A Y G R O U N D PL A Y G R O U N D STE P S ST E P S S T E P S S T E P S R A M P ST E P S S T E P S ST E P S S T E P S FU E L T A N K (A P P R O X I M A T E L O C A T I O N ) UK N W N 6 " P V C C O 8 " W M 8 " W M SB - 2 6 94 4 . 9 SB - 2 5 94 3 . 5 SB - 2 4 94 6 . 5 SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . PO S T IN D I C A T O R 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) IR R . W E L L FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' SH E D SH E D TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R TR A S H TR A S H REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT SECTION REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT SECTION REMOVE AND DISPOSE OF EXISTING PLAYGROUND MATERIAL CLEAR AND GRUB EXISTING UNDERBRUSH TREE REMOVALSYMBOL LEGEND SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER.REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT.REMOVE AND DISPOSE OF EXISTING CONCRETE.REMOVE AND DISPOSE OF EXISTING FENCE.REMOVE AND DISPOSE PF EXISTING RETAINING WALL.REMOVE AND DISPOSE OF EXISTING STEPS.REMOVE AND SALVAGE SIGN.REMOVE AND DISPOSE OF EXISTING HYDRANT.REMOVE AND DISPOSE OF EXISTING PLAYGROUND MATERIAL.REMOVE AND DISPOSE OF SANITARY SEWER.REMOVE AND SALVAGE BASKETBALL HOOP.REMOVE AND DISPOSE OF BUILDING AND ALL APPURTENANCES.REMOVE AND DISPOSE OF EXISTING FUEL TANK, GAS LINE, AND OTHER TANKS.1 DEMOLITION PLAN SOUTH C101KEY NOTESDEMOLITION NOTES 1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and local standard specifications for construction.NORTH 0 30 60 152345678910111213Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc.TREE REMOVALS PR O P O S E D A D D I T I O N LO W F L O O R = 9 5 5 . 1 8 ( A R C H . 9 2 ' - 2 2 3 ") PR O P O S E D A D D T I O N FF E = 9 6 4 . 8 8 ( A R C H 1 0 1 ' - 1 11 12 ") PR O P O S E D A D D T I O N TR A S H TR A S H 14 3 S T A L L S NO PA R K I N G PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) 12"CMP RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) IE:918.25 RE:917.22 R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P S T E P S 12"R C P RE:9 4 1 . 3 2 IE:9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R 6 " 8" P V C IRR. TANK R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C BLEACHERS STE P S ST E P S S T E P S R A M P ST E P S S T E P S FU E L T A N K (A P P R O X I M A T E L O C A T I O N ) UK N W N 6 " P V C C O 8 " W M 8 " W M SB-12 918.2 SB - 2 6 94 4 . 9 SB - 2 5 94 3 . 5 SB - 2 4 94 6 . 5 SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . PO S T IN D I C A T O R 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) IR R . W E L L FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R TR A S H TR A S H 1 1 1 1 2 2 2 2 2 2 2 3 4 NE W S C R E E N I N G F E N C E , SE E L A N D S C A P E P L A N S NE W D E C O R A T I V E GU A R D R A I L NE W D E C O R A T I V E GU A R D R A I L 16 . 3 8 ' 17 . 0 6 ' 23 . 1 8 ' NE W D E C O R A T I V E GU A R D R A I L EX I S T I N G D U M P S T E R S TO R E M A I N EX I S T I N G D U M P S T E R S TO R E M A I N NE W D U M P S T E R EN C L O S U R E NEW HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 1/C600 NEW LIGHT-DUTY BITUMINOUS PAVEMENT SEE DETAIL 2X/C600 PAVERS, SEE LANDSCAPE PLAN NEW CONCRETE PAVEMENT SEE DETAIL 3/C600SYMBOL LEGEND PAVING PLAN SOUTH C201NORTH 0 30 60 15RECON RETAINING WALL SEE DETAIL 7/C600 SEGMENTAL RETAINING WALL SEE DETAIL 6/C600 RETAINING WALL SEE LANDSCAPE COMPOSITE FENCING SLIDE GATE1KEY NOTES 2 3 Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc.4 AAMOTH LOT =93 SOUTH LOT (TO BE REMOVED) =124 WEST LOT (TO BE REMOVED) =15 RECEIVING LOT (TO BE REMOVED) = 6 NORTH LOT =86 TOTAL EXISTING = 324PARKING SUMMARY EXISTING PARKING AAMOTH LOT (NO CHANGE) = 93 NORTH LOT (NO CHANGE) = 86 SOUTH LOT =143 BASEBALL LOT = 74 TOTAL PROPOSED = 396 ** NORTH LOT IS CURRENTLY MOSTLY BUS STAGING.THE PROPOSED BUS LOT WILL ACCOMMODATE 15 BUSES.PROPOSED PARKING FUTURE ADDITION EL E C PR O P O S E D A D D I T I O N LO W F L O O R = 9 5 5 . 1 8 ( A R C H . 9 2 ' - 2 2 3 ") PR O P O S E D A D D T I O N FF E = 9 6 4 . 8 8 ( A R C H 1 0 1 ' - 1 11 12 ") PR O P O S E D A D D T I O N TR A S H TR A S H 95 4 95 3 952 951 95 5 950 945 94 0 935 93 0 95 5 . 0 8 C 95 4 . 4 1 B 95 4 . 9 8 C 95 4 . 3 1 B 95 5 . 0 6 C 95 4 . 3 9 B 95 9 . 6 8 T W 95 5 . 6 8 T C / B W 95 5 . 1 8 G L 95 5 . 1 8 C 95 5 . 1 8 C 95 5 . 1 8 C 95 5 . 1 8 C 95 4 . 8 8 * 95 4 . 9 5 T I 95 4 . 7 6 T S 9 5 5 95 4 . 8 8 * 95 4 . 8 8 * 95 4 . 8 8 C 95 4 . 7 2 C 95 5 95 4 95 3 95 3 . 5 9 C 95 3 . 3 7 C 95 2 . 3 1 T C / G L 95 5 . 1 8 T C 95 4 . 6 8 G L 95 4 . 2 8 T C / G L 95 2 . 5 9 T C 95 2 . 0 9 G L 96 5 . 9 3 * F F E 96 6 . 7 8 * F F E 96 6 96 6 . 6 7 * F F E 95 4 . 7 2 C 95 3 . 8 1 B 95 4 . 6 9 B 95 3 . 2 7 B 95 4 . 1 5 B 96 5 C5 0 0 10 C5 0 0 10 1 6 " C I P 12 " C M P RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P B L E A C H E R S B L E A C H E R S S T E P S S T E P S STE P S STEPS STE P S 18"R C P 15"RCP RE : 9 3 5 . 1 2 IE : 9 2 5 . 0 9 ( N ) IE : 9 2 5 . 2 2 ( W ) RE : 9 3 5 . 1 2 IE : 9 2 1 5 . 2 2 12"R C P R E : 9 4 0 . 8 8 I E : 9 3 3 . 4 9 RE:9 4 1 . 3 2 IE: 9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE:953.20 IE:949.45 RE:953.18 IE:949.85 RE:953.17 IE:950.27 RE:953.39 IE:950.71 12"RCP RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R 6 " 8" P V C R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C MO N U M E N T STE P S ST E P S ST E P S S T E P S R A M P ST E P S (A P P R O X I M A T E L O C A T I O N ) (APP R O X I M A T E L O C A T I O N ) 34 2 93 8 . 3 6 SE A R C H UK N W N 6 " P V C C O 8 " W M SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) FUTURE ADDITION EL E C 94 8 954 95 2 953 9 5 1 9 5 0 9 4 9 954 954 955 9 5 5 954 FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R 96 0 . 6 0 C 96 0 . 6 0 C 96 0 . 3 4 T C 1 . 8 % 96 2 . 9 6 F F E 96 2 . 6 3 B W 96 3 96 4 965 966 968967 96 5 . 0 0 T W 96 5 . 0 0 T W 96 5 . 4 0 9 4 3 9 4 2 942 9 4 2 96 2 . 9 6 F F E 96 2 . 9 3 T S 96 2 . 9 3 T S PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) PROPOSED CONTOURS - MAJOR INTERVAL GRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL 949950950EXISTING CONTOURS 2.0%950.00 TC 949.50 GLGRADE SLOPE SPOT ABBREVIATIONS:TC - TOP OF CURB GL - GUTTER LINE B - BITUMUNOUS C - CONCRETE EO - EMERGENCY OVERFLOW TW - TOP OF WALL BW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCE RIP-RAP / ROCK CONST. ENTRANCE INLET PROTECTION CONCRETE WASHOUT STATIONLEGEND 1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances)prior to beginning any excavation or demolition work at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone.5.7KHWRHRIWKHVLOWIHQFHVKDOOEHWUHQFKHGLQDPLQLPXPRI´7KHWUHQFKEDFNILOOVKDOOEHFRPSDFWHGZLWK a vibratory plate compactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased.Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles,demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement.8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water.10.All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications.11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter.The normal water level shall be the invert elevation of the outlet of the wetland or water body.12.All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection.13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows.14.Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP.15.All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery,or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off-site impacts.17.All soils tracked onto pavement shall be removed daily.18.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area.19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.20.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations.22.External washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite.23.All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.24.Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site.25.All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site.26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization.EROSION CONTROL NOTESGRADING NOTES 1.Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site.2.All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.5HVWRUHDOOGLVWXUEHGDUHDVZLWK;´RIJRRGTXDOLW\WRSVRLODQGVHHG5.All construction shall be performed in accordance with state and local standard specifications for construction.GRADING AND EROSION CONTROL PLAN NORTH C300NORTH 0 30 60 15Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc. PR O P O S E D A D D I T I O N LO W F L O O R = 9 5 5 . 1 8 ( A R C H . 9 2 ' - 2 2 3 ") PR O P O S E D A D D T I O N FF E = 9 6 4 . 8 8 ( A R C H 1 0 1 ' - 1 11 12 ") PR O P O S E D A D D T I O N TR A S H TR A S H 14 3 S T A L L S NO PA R K I N G PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) 96 0 . 6 0 C 96 0 . 6 0 C 96 0 . 3 4 T C 95 9 . 8 4 G L 96 0 . 1 2 T C 95 9 . 6 2 G L 1 . 8 % 95 9 . 8 0 T C 95 9 . 3 0 G L 95 9 . 9 8 T C 95 9 . 4 8 G L 95 8 . 9 1 T C 95 8 . 4 1 G L 95 8 . 4 3 T C 95 7 . 9 3 G L 95 9 . 5 3 B 96 0 . 1 4 B 9 5 9 960 960 7. 0 % 7. 0 % 3 . 0 % 94 2 . 6 4 B 7 . 0 % 9 5 6 9 5 5 9 5 0 9 4 5 940 935 94 3 . 4 0 B 9 4 5 94 7 . 1 9 B / C 95 9 . 9 4 T C 95 9 . 4 4 G L 95 9 . 6 8 T C 95 9 . 1 8 G L 1 . 5 % 0. 5 % 2 . 0 % 1. 5 % 9 5 8 94 7 . 3 5 B S 95 0 . 0 6 T S 95 0 . 2 2 B S 95 3 . 4 7 T S 95 3 . 6 3 B S 95 8 . 5 1 T S 94 4 . 8 2 B S 94 9 . 4 5 T S 94 7 . 0 6 C 95 8 . 5 7 T C 95 8 . 0 7 G L 94 4 . 7 1 C / B 9 4 3 94 2 . 0 6 T C 94 1 . 5 6 G L 94 2 . 4 1 T C 94 1 . 9 1 G L 94 6 . 3 2 T C 94 5 . 8 2 G L 94 6 . 1 3 T C 94 5 . 6 3 G L 94 5 . 3 2 T C 94 4 . 8 2 G L 94 7 . 2 8 B S 96 0 . 0 4 T S 95 9 . 8 7 T C 95 9 . 3 7 G L 95 8 . 2 0 T S 95 2 . 7 9 B S 95 2 . 6 9 T S 96 0 . 4 0 C 9 4 6 9 4 7 9 4 7 9 4 6 9 4 5 9 4 4 9 4 6 95 8 . 4 1 B S 95 1 . 2 7 C 94 5 . 2 6 C / B 94 5 . 3 8 B S 94 5 . 8 5 T C 94 5 . 3 5 G L 94 5 . 8 9 T C 94 5 . 3 9 G L 94 6 . 0 8 T C 94 5 . 5 8 G L 95 9 . 0 0 C / B 1.6 % 1.6 % 1 . 6 % 4. 9 % 9 4 2 96 2 . 9 6 F F E 96 2 . 6 3 B W 96 3 96 4 965 966 968967 96 5 . 0 0 T W 96 5 . 0 0 T W 96 5 . 4 0 95 1 . 7 7 C 960 939 938 937 936 941 942 9 4 4 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 9 5 7 9 5 8 9 5 9 94 9 . 5 3 C / B 943 959958 956 953 951 949 947 952 954 948 9 4 4 9 4 3 9 4 2 942 9 4 2 96 2 . 9 6 F F E 96 2 . 9 3 T S 96 2 . 9 3 T S 12"CMP RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) IE:918.25 R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P S T E P S STE P S 12"R C P RE:9 4 1 . 3 2 IE:9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R RE : 9 5 5 . 0 0 IE : 9 4 9 . 1 0 6"6 " RE : 9 5 5 . 0 6 IE : 9 4 7 . 9 2 8"CLAY 8" P V C IRR. TANK R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C MO N U M E N T STE P S ST E P S S T E P S R A M P ST E P S S T E P S FU E L T A N K (A P P R O X I M A T E L O C A T I O N ) UK N W N 6 " P V C C O 8 " W M 8 " W M SB - 2 6 94 4 . 9 SB - 2 5 94 3 . 5 SB - 2 4 94 6 . 5 SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . PO S T IN D I C A T O R 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) IR R . W E L L FUTURE ADDITION 955 9 5 5 FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R TR A S H TR A S H 95 4 95 3 952 951 95 5 950 945 94 0 93 5 95 5 . 0 8 C 95 4 . 4 1 B 95 4 . 9 8 C 95 4 . 3 1 B 95 5 . 0 6 C 95 4 . 3 9 B 95 9 . 6 8 T W 95 5 . 6 8 T C / B W 95 5 . 1 8 G L 95 5 . 1 8 C 95 5 . 1 8 C 95 5 . 1 8 C 95 5 . 1 8 C 95 4 . 8 8 * 9 5 5 95 4 . 8 8 * 95 4 . 8 8 C 95 5 95 4 95 2 . 3 1 T C / G L 95 5 . 1 8 T C 95 4 . 6 8 G L 95 4 . 2 8 T C / G L 95 2 . 5 9 T C 95 2 . 0 9 G L 96 5 . 9 3 * F F E 96 6 . 7 8 * F F E 96 6 96 6 . 6 7 * F F E 96 5 CO O R D I N A T E W I T H ME C H A N I C A L NE W D O M E S T I C A N D FI R E S E R V I C E S 6" H Y D R A N T 6" G V W / B O X 6" O N 8 " T E E 78 L F 8 " D I P W M % ( 1 ' % ( 1 ' CO N N E C T T O E X I S T I N G WA T E R M A I N 1 7 9 L F 8 " D I P W M 24 6 L F 8 " D I P W M CO N N E C T T O E X I S T I N G WA T E R M A I N 14 L F 6 " D I P W M 15 L F 6 " P V C @ X X % FUTURE ADDITION PR O P O S E D C O N T O U R S - M A J O R I N T E R V A L GR A D E B R E A K L I N E PR O P O S E D C O N T O U R S - M I N O R I N T E R V A L 94 9 95 0 95 0 EX I S T I N G C O N T O U R S 2. 0 % 95 0 . 0 0 T C 94 9 . 5 0 G L GR A D E S L O P E SP O T A B B R E V I A T I O N S : TC - T O P O F C U R B GL - G U T T E R L I N E B - B I T U M U N O U S C - C O N C R E T E EO - E M E R G E N C Y O V E R F L O W TW - T O P O F W A L L BW - B O T T O M O F W A L L ( F / G ) (* ) - E X I S T I N G T O B E V E R I F I E D SI L T F E N C E RI P - R A P / R O C K C O N S T . E N T R A N C E IN L E T P R O T E C T I O N CO N C R E T E W A S H O U T S T A T I O N LE G E N D 1.Owner and Contractor shall obtain MPCA-NPDES permit.Contractor shall be responsible for all fees pertaining to this permit.The SWPPP shall be kept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone.5.7KHWRHRIWKHVLOWIHQFHVKDOOEHWUHQFKHGLQDPLQLPXPRI´7KH trench backfill shall be compacted with a vibratory plate compactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement.8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water.10.All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications.11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body.12.All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection.13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows.14.Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP.15.All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off-site impacts.17.All soils tracked onto pavement shall be removed daily.18.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area.19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.20.Collected sediment, asphalt and concrete millings, floating debris,paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations.22.External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite.23.All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities.24.Upon completion of the project and stabilization of all graded areas,all temporary erosion control facilities (silt fences, hay bales, etc.)shall be removed from the site.25.All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site.26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization.EROSION CONTROL NOTES GR A D I N G N O T E S 1. Tr e e p r o t e c t i o n c o n s i s t i n g o f s n o w f e n c e o r s a f e t y f e n c e i n s t a l l e d a t t h e dr i p l i n e s h a l l b e i n p l a c e p r i o r t o b e g i n n i n g a n y g r a d i n g o r d e m o l i t i o n wo r k a t t h e s i t e . 2. Al l el e v a t i o n s w i t h a n a s t e r i s k ( * ) s h a l l b e f i e l d v e r i f i e d . I f e l e v a t i o n s va r y s i g n i f i c a n t l y , n o t i f y t h e E n g i n e e r f o r f u r t h e r i n s t r u c t i o n s . 3. Gr a d e s s h o w n i n p a v e d a r e a s r e p r e s e n t f i n i s h e l e v a t i o n . 4. 5H V W R U H D O O G L V W X U E H G D U H D V Z L W K ; ´ R I J R R G T X D O L W \ W R S V R L O D Q G V H H G 5. Al l c o n s t r u c t i o n s h a l l b e p e r f o r m e d i n a c c o r d a n c e w i t h s t a t e a n d l o c a l st a n d a r d s p e c i f i c a t i o n s f o r c o n s t r u c t i o n . GRADING AND EROSION CONTROL PLAN SOUTH C301NORTH 0 30 60 15Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc. CO O R D I N A T E W I T H ME C H A N I C A L CO O R D I N A T E W I T H ME C H A N I C A L NE W D O M E S T I C A N D FI R E S E R V I C E S 6" H Y D R A N T 6" G V W / B O X 6" O N 8 " T E E 78 L F 8 " D I P W M % ( 1 ' % ( 1 ' CO N N E C T T O E X I S T I N G WA T E R M A I N 1 7 9 L F 8 " D I P W M 24 6 L F 8 " D I P W M CO N N E C T T O E X I S T I N G WA T E R M A I N 14 L F 6 " D I P W M 15 L F 6 " P V C @ X X % ST M H - 6 RI M = 9 4 9 . 2 8 IN V = 9 4 5 . 4 5 N W IN V = 9 4 4 . 6 1 N E / S W ST M H - 7 RI M = 9 3 1 . 6 4 IN V = 9 2 7 . 6 4 S W / N FE S - 1 IN V = 9 2 3 . 0 0 10 0 L F 1 2 " H D P E @ 4 . 6 4 % 11 0 L F 1 2 " H D P E @ 1 5 . 4 3 % 81 L F 1 0 " P V C @ 5 . 2 8 % CB - 3 RI M = 9 5 3 . 9 8 IN V = 9 5 0 . 4 2 W IN V = 9 4 8 . 8 9 N W IN V = 9 4 5 . 9 3 S E CB - 4 RI M = 9 5 4 . 3 8 IN V = 9 5 0 . 8 8 93 L F 6 " P V C @ 0 . 5 0 % 96 L F 1 0 " P V C @ 0 . 5 0 % 79 L F 6 " P V C @ 1 . 0 0 % 61 L F 6 " P V C @ 0 . 5 0 % CB - 2 RI M = 9 5 2 . 8 1 IN V = 9 4 9 . 1 9 N , S ST M H - 5 RI M = IN V = 9 4 8 . 8 9 W , N E 29 L F 1 0 " P V C @ 1 . 0 0 % 4 " D R A I N T I L E CB - 8 RI M = 9 6 4 . 6 3 IN V = 9 6 1 . 6 0 4 " D R A I N T I L E 4 " D R A I N T I L E 4 " D R A I N T I L E 4 " D R A I N T I L E CB - 9 RI M = 9 6 5 . 2 1 IN V = 9 6 1 . 7 8 65 L F 1 0 " P V C @ 0 . 5 0 % 36 L F 1 0 " P V C @ 0 . 5 0 % CO O R D I N A T E W I T H ME C H A N I C A L 28 L F 4 " P V C @ 1 . 0 0 % CB - 1 RI M = 9 5 3 . 4 8 IN V = 9 4 9 . 9 8 44 L F 1 0 " P V C @ 0 . 5 0 % CB - 1 0 RI M = 9 6 5 . 4 3 IN V = 9 6 2 . 0 0 FUTURE ADDITION EL E C I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 C B M H - 2 R I M = 9 4 2 . 0 I N V = 9 3 8 . 7 C B M H - 1 R I M = 9 4 1 . 8 I N V = 9 3 8 . 2 E X I S T C B R I M = 9 4 1 . 8 0 I N V = 9 3 7 . 7 5 ( 1 2 " ) I N V = 9 3 6 . 9 7 E X I N V = 9 3 9 . 2 C B - 1 R I M = 9 4 2 . 4 5 I N V = 9 3 8 . 9 5 PR O P O S E D A D D I T I O N LO W F L O O R = 9 5 5 . 1 8 ( A R C H . 9 2 ' - 2 2 3 ") PR O P O S E D A D D T I O N FF E = 9 6 4 . 8 8 ( A R C H 1 0 1 ' - 1 11 12 ") PR O P O S E D A D D T I O N TR A S H TR A S H C5 0 1 1 C5 0 1 3 1 6 " C I P 12"CMP RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P B L E A C H E R S B L E A C H E R S S T E P S S T E P S STE P S STEPS STE P S 18"R C P 15"RCP RE : 9 3 5 . 1 2 IE : 9 2 5 . 0 9 ( N ) IE : 9 2 5 . 2 2 ( W ) RE : 9 3 5 . 1 2 IE : 9 2 1 5 . 2 2 12"R C P R E : 9 4 0 . 8 8 I E : 9 3 3 . 4 9 RE:9 4 1 . 3 2 IE:9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE:953.20 IE:949.45 RE:953.18 IE:949.85 RE:953.17 IE:950.27 RE:953.39 IE:950.71 12"RCP RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R 6 " 8" P V C R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C MO N U M E N T STE P S STE P S ST E P S S T E P S R A M P ST E P S (A P P R O X I M A T E L O C A T I O N ) (APP R O X I M A T E L O C A T I O N ) 34 2 93 8 . 3 6 SE A R C H UK N W N 6 " P V C C O 8 " W M SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) FUTURE ADDITION EL E C FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R 6" P V C C O N N E C T TO R O O F L E A D E R CO O R D . W / ME C H . I N V = 9 X X 13 L F 1 2 " P V C @ 1 . 0 % CB - 2 8 RI M = 9 4 1 . 8 1 IN V = 9 3 6 . 7 0 CB - 2 7 RI M = 9 4 1 . 8 1 IN V = 9 3 7 . 2 5 CB - 2 6 RI M = 9 4 1 . 8 1 IN V = 9 3 7 . 8 1 CB - 3 5 RI M = 9 4 1 . 0 0 IN V = CO N N E C T T O E X I S T I N G 69 L F X X " P V C @ X . X X % 11 3 L F 1 2 " P V C @ 0 . 5 0 % 11 0 L F 1 2 " P V C @ 0 . 5 0 % CB - X RI M = 9 4 1 . 7 4 IN V = 9 3 8 . 0 0 CO O R D . W / ME C H . I N V = 9 X X 32 L F 1 2 " W I D E T R E N C H DR A I N ( I N T E R L A K E N B Y IR O N A G E G R A T E S ) RI M = 9 6 2 . 6 0 CO O R D . W / ME C H . I N V = 9 X X CO O R D . W / ME C H . I N V = 9 X X CB - 5 RI M = 9 6 2 . 9 0 IN V = CL E A N O U T 59 L F 1 6 " P V C @ 1 . 0 % 42 L F 4 " P V C @ 1 . 0 % 29 L F 4 " P V C @ 1 . 0 % 24 L F 4 " P V C @ 1 . 0 % 33 L F 4 " P V C @ 1 . 0 % 9 L F 6 " P V C @ 1 . 0 % PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) CA B L E U N D E R G R O U N D L I N E FI B E R O P T I C U N D E R G R O U N D L I N E EL E C T R I C U N D E R G R O U N D L I N E EL E C T R I C O V E R H E A D L I N E TE L E P H O N E U N D E R G R O U N D L I N E ST O R M S E W E R P I P E SA N I T A R Y S E W E R P I P E NA T U R A L G A S U N D E R G R O U N D L I N E WA T E R M A I N P I P E LI G H T P O L E ST O R M M A N H O L E FL A R E D E N D CU R B I N L E T CA T C H B A S I N WA T E R S H U T O F F GA T E V A L V E & B O X HY D R A N T SA N I T A R Y M A N H O L E DR A I N T I L E P I P E LE G E N D UTILITY PLAN NORTH C400NORTH 0 30 60 15UTILITY NOTES 1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where located within 10 feet of waterlines or the building.6.HDPE storm sewer piping and fittings must meet materials and installation standards per Minnesota plumbing code 4715.0420.6C(4) and 4715.0540.C including ASTM D3212 joint pressure test and ASTM C2321 installation practices. The City requires RCP pipe within the public right-of-way.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.0DLQWDLQDPLQLPXPRIò RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHUOLQHV,QVWDOOZDWHU OLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKHVDQLWDU\VHZHUFURVVHVRYHUWKHZDWHUOLQHLQVWDOOVHZHU SLSLQJRIPDWHULDOVHTXDOWRZDWHUPDLQVWDQGDUGVIRU IHHWRQERWKVLGHVDQGPDLQWDLQ´RI separation.9.:KHUHò RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQH insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at OHDVWSVL,QVXODWLRQVKDOOEH ZLGHFHQWHUHGRYHUSLSHZLWK´VDQGFXVKLRQEHWZHHQSLSHDQG LQVXODWLRQ:KHUHGHSWKLVOHVVWKDQ XVH´RILQVXODWLRQ10.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state and local requirements.13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more.Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc. NE W D O M E S T I C SE R V I C E S 6" P V C C O N N E C T TO R O O F L E A D E R CO O R D . W / ME C H . I N V = 9 X X 13 L F 1 2 " P V C @ 1 . 0 % CB - 3 RI M = 9 5 8 . 4 9 IN V = 49 L F X X " P V C @ X . X X % CB - 7 RI M = 9 5 8 . 5 1 IN V = 48 L F X X " P V C @ X . X X % CB - 8 RI M = 9 5 7 . 3 7 IN V = 38 L F X X " P V C @ X . X X % CB - 4 RI M = 9 5 6 . 1 2 IN V = 84 L F 1 8 " P V C @ X . X X % CB - 9 RI M = 9 5 0 . 5 0 IN V = CB - 1 0 RI M = 9 5 0 . 5 0 IN V = 18 L F 1 5 " P V C @ X . X X % 91 L F 1 8 " P V C @ X . X X % CB - 1 1 RI M = 9 4 3 . 9 5 IN V = CB - 1 2 RI M = 9 4 3 . 9 5 IN V = 25 L F 1 5 " P V C @ X . X X % 14 5 L F 2 1 " P V C @ X . X X % CB - 1 3 RI M = 9 3 5 . 9 4 IN V = CB - 1 4 RI M = 9 3 5 . 9 4 IN V = 30 L F 1 5 " P V C @ X . X X % CB - 1 5 RI M = 9 4 5 . 3 9 IN V = 9 4 1 . 3 9 CB - 1 6 RI M = 9 4 5 . 3 5 IN V ( N W ) = 9 4 1 . 0 8 IN V ( S W , E ) = 9 4 0 . 6 5 CB - 1 7 RI M = 9 4 4 . 8 2 IN V = 9 4 0 . 8 2 31 L F 1 2 " P V C @ 1 . 0 0 % 81 L F 1 5 " P V C @ 2 . 3 5 % UN D E R G R O U N D S T O R A G E S Y S T E M # 2 BO T T O M O F R O C K = 9 3 7 . 2 5 BO T T O M O F C H A M B E R S = 9 3 7 . 7 5 CH A M B E R T Y P E = S T O R M T E C H S C - 7 4 0 TO T A L V O L U M E = 3 , 3 3 7 C F FE S IN V = 9 3 7 . 0 0 10 3 L F 2 4 " P V C @ 0 . 2 5 % CB - 1 8 RI M = 9 4 4 . 3 8 IN V = 9 3 9 . 7 1 CB - 1 9 RI M = 9 4 3 . 5 8 IN V ( S W ) = 9 3 9 . 5 8 IN V ( N , E ) = 9 3 7 . 8 7 CB - 2 0 RI M = 9 4 2 . 3 8 IN V = 9 3 8 . 0 6 CB - 2 1 RI M = 9 4 1 . 5 6 IN V = 9 3 8 . 1 6 STMH-23 RIM = 919.74 INV =CB-24 RIM = 921.85 INV =CONNECT TO EXISTING CB - 2 8 RI M = 9 4 1 . 8 1 IN V = 9 3 6 . 7 0 CB - 2 7 RI M = 9 4 1 . 8 1 IN V = 9 3 7 . 2 5 CB - 2 6 RI M = 9 4 1 . 8 1 IN V = 9 3 7 . 8 1 CB - 3 5 RI M = 9 4 1 . 0 0 IN V = 11 3 L F 1 2 " P V C @ 0 . 5 0 % 11 0 L F 1 2 " P V C @ 0 . 5 0 % 35 L F 1 2 " P V C @ 0 . 5 0 % 254 LF 21" PVC @ X.XX%STMH-22 RI M = 9 2 0 . 9 8 INV = CB - X RI M = 9 4 1 . 7 4 IN V = 9 3 8 . 0 0 CO O R D . W / ME C H . I N V = 9 X X 32 L F 1 2 " W I D E T R E N C H DR A I N ( I N T E R L A K E N B Y IR O N A G E G R A T E S ) RI M = 9 6 2 . 6 0 CO O R D . W / ME C H . I N V = 9 X X CO O R D . W / ME C H . I N V = 9 X X CB - 6 RI M = 9 5 9 . 9 5 IN V = CB - 5 RI M = 9 6 2 . 9 0 IN V = 59 L F 6 " P V C @ 1 . 0 % 77 L F 2 1 " P V C @ X . X X % CL E A N O U T 59 L F 1 6 " P V C @ 1 . 0 % 42 L F 4 " P V C @ 1 . 0 % 29 L F 4 " P V C @ 1 . 0 % 24 L F 4 " P V C @ 1 . 0 % 33 L F 4 " P V C @ 1 . 0 % 9 L F 6 " P V C @ 1 . 0 % 32 L F 6 " P V C @ 1 . 0 % UN D E R G R O U N D S T O R A G E S Y S T E M # 1 BO T T O M O F R O C K = 9 3 5 . 0 0 BO T T O M O F C H A M B E R S = 9 3 5 . 7 5 CH A M B E R T Y P E = S T O R M T E C H M C - 3 5 0 0 TO T A L V O L U M E = 4 , 2 1 4 C F PR O P O S E D A D D I T I O N FF E = 9 6 2 . 9 6 ( A R C H . 1 0 0 ' - 0 " ) PR O P O S E D A D D I T I O N LO W F L O O R = 9 5 5 . 1 8 ( A R C H . 9 2 ' - 2 2 3 ") PR O P O S E D A D D T I O N FF E = 9 6 4 . 8 8 ( A R C H 1 0 1 ' - 1 11 12 ") PR O P O S E D A D D T I O N TR A S H TR A S H 12 " C M P RE : 9 2 4 . 4 5 IE : 9 1 9 . 4 5 ( E ) IE : 9 1 9 . 7 5 ( S ) IE:918.25 RE:917.22 RE:921.29IE:916.89RE:921.69 IE:916.59RE:921.33 IE:916.33 9"PVC9"PVC21"RCP R E : 9 3 4 . 0 8 I E : 9 2 7 . 9 8 1 2 " R C P 1 2 " R C P MANHOLE BURIED S T E P S 12"R C P RE:9 4 1 . 3 2 IE: 9 3 6 . 9 7 R E : 9 5 3 . 0 5 I E : 9 4 6 . 0 5 ( N E ) I E : 9 3 8 . 2 5 ( S W ) RE:952.97 IE:948.79 RE: 9 5 4 . 2 1 IE: 9 5 1 . 9 4 G E N E R A T O R RE : 9 5 5 . 0 0 IE : 9 4 9 . 1 0 6"6 " RE : 9 5 5 . 0 6 IE : 9 4 7 . 9 2 8"CLAY 8" P V C IRR. TANK R E : 9 5 8 . 8 7 I E : 9 5 5 . 4 0 RE : 9 5 9 . 0 3 IE : 9 5 5 . 0 1 8 " P V C 1 0 " P V C RE : 9 6 4 . 6 3 IE : 9 6 1 . 6 0 6" P V C BLEACHERS STE P S ST E P S S T E P S R A M P ST E P S S T E P S FU E L T A N K (A P P R O X I M A T E L O C A T I O N ) UK N W N 6 " P V C C O 8 " W M 8 " W M SB-12 918.2 SB - 2 6 94 4 . 9 SB - 2 5 94 3 . 5 SB - 2 4 94 6 . 5 SB - 2 7 94 2 . 2 4" D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) 8 " D I P C L A S S 5 2 ( L . B . R . ) PO S T IN D I C A T O R 4 " D I P C L A S S 5 2 F O R C E M A I N ( L . B . R . ) C. O . PO S T IN D I C A T O R 4" (I N T O B L D G ) (A S S U M E D ) ( A S S U M E D ) (A S S U M E D ) IR R . W E L L FUTURE ADDITION 953.80 TI 953.61 TS 954.375 TI 954.185 TS 955.16* 953.7* 955.22* 955.22* 0. 5 % 954.95 TI 954.76 TS 2% 0. 5 % 954.88 9 5 5 954.57 2% 954.78 954.40 var var EX SAN MH EX RIM = 955.00 PROP RIM = 954.80 EX INV = 949.10 SAN MH 2 RIM = 954.80 INV = 947.25 W/NE INV = 947.08 N 15" COLLECTOR PIPE INV: 948.36 200 LF 10" PVC @ 2.0% 74 LF 8" PVC @ 1.8% 29 LF 10" PVC @ 1.8% PLUG END 23 8 L F , 8 " D I P W M 6" INLINE DRAIN RIM: 953.8* INV: 952.3 6" PVC, WYE INTO EX. STORM FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' FF E 9 6 2 . 9 6 = A R C H 1 0 0 ' TR A S H T R A S H TR A S H 1 5 ' B U F F E R 1 5 ' B U F F E R TR A S H TR A S H 3 7 . 0 8 ' 34.3 8 ' 14 4 . 8 4 ' 1 1 ' CO O R D I N A T E W I T H ME C H A N I C A L CO O R D I N A T E W I T H ME C H A N I C A L NE W D O M E S T I C A N D FI R E S E R V I C E S 78 L F 8 " D I P W M % ( 1 ' % ( 1 ' CO N N E C T T O E X I S T I N G WA T E R M A I N 1 7 9 L F 8 " D I P W M 24 6 L F 8 " D I P W M CO N N E C T T O E X I S T I N G WA T E R M A I N 14 L F 6 " D I P W M 15 L F 6 " P V C @ X X % ST M H - 6 RI M = 9 4 9 . 2 8 IN V = 9 4 5 . 4 5 N W IN V = 9 4 4 . 6 1 N E / S W 81 L F 1 0 " P V C @ 5 . 2 8 % ST M H - 5 RI M = IN V = 9 4 8 . 8 9 W , N E 29 L F 1 0 " P V C @ 1 . 0 0 % CB - 8 RI M = 9 6 4 . 6 3 IN V = 9 6 1 . 6 0 CB - 9 RI M = 9 6 5 . 2 1 IN V = 9 6 1 . 7 8 65 L F 1 0 " P V C @ 0 . 5 0 % 36 L F 1 0 " P V C @ 0 . 5 0 % CO O R D I N A T E W I T H ME C H A N I C A L 28 L F 4 " P V C @ 1 . 0 0 % 44 L F 1 0 " P V C @ 0 . 5 0 % CB - 1 0 RI M = 9 6 5 . 4 3 IN V = 9 6 2 . 0 0 FUTURE ADDITION I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 I N V = 9 3 9 . 2 C B M H - 2 R I M = 9 4 2 . 0 I N V = 9 3 8 . 7 C B M H - 1 R I M = 9 4 1 . 8 I N V = 9 3 8 . 2 E X I S T C B R I M = 9 4 1 . 8 0 I N V = 9 3 7 . 7 5 ( 1 2 " ) I N V = 9 3 6 . 9 7 E X I N V = 9 3 9 . 2 C B - 1 R I M = 9 4 2 . 4 5 I N V = 9 3 8 . 9 5 CABLE UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINE TELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINE WATERMAIN PIPELIGHT POLESTORM MANHOLE FLARED ENDCURB INLETCATCH BASIN WATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLE DRAINTILE PIPELEGEND UTILITY NOTES 1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV,telephone, gas, electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4715.2820 where located within 10 feet of waterlines or the building.6.HDPE storm sewer piping and fittings must meet materials and installation standards per Minnesota plumbing code 4715.0420.6C(4) and 4715.0540.C including ASTM D3212 joint pressure test and ASTM C2321 installation practices. The City requires RCP pipe within the public right-of-way.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.0DLQWDLQDPLQLPXPRIò RIFRYHURYHUDOOZDWHUOLQHVDQGVDQLWDU\VHZHUOLQHV,QVWDOOZDWHUOLQHV´DERYHVDQLWDU\VHZHUVZKHUHWKH sanitary sewer crosses over the water line, install sewer piping of materials equal to watermain standards for 9 feet on both sides and PDLQWDLQ´RIVHSDUDWLRQ9.:KHUHò RIFRYHULVQRWSURYLGHGRYHUVDQLWDU\VHZHUDQGZDWHUOLQHVLQVWDOO´ULJLGSRO\VW\UHQHLQVXODWLRQ 01'27 ZLWKDWKHUPDO resistance of at least 5 and a compressive strength of at least 25 psi.,QVXODWLRQVKDOOEH ZLGHFHQWHUHGRYHUSLSHZLWK´VDQGFXVKLRQ EHWZHHQSLSHDQGLQVXODWLRQ:KHUHGHSWKLVOHVVWKDQ XVH´RI insulation.10.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state and local requirements.13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12',PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more.UTILITY PLAN SOUTH C401NORTH 0 30 60 15Drawings Issued DateU+B 2609 Aldrich Avenue South Suite 100 Minneapolis, Minnesota 55408 T | 612-870-2538 www.uplusb.com Project Contactsarchitecture & design, inc.Signature Printed Name Registration NumberI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota 2014 U+B Architecture & Design, Inc.BLAKE HOPKINS CAMPUS RENEWAL Site Plan Review 12.22.16 Not For Construction Blake 110 Blake Road South Hopkins, MN 55343 Project: 2014020BLKE-2 December 22, 2016 Site Plan Review3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.comLarsonEngineering, Inc. UP UP PF 2 3 4 5 6 7 8 9 10 11 A B C D E F G H J K L M N P Q R 12 1 AA RRP.6 HO M E P L A Y E R B E N C H VI S I T O R S P L A Y E R B E N C H BL A K E BE A R S B A L K E A E B R S EX I S T I N G D R I V E NE W S I D E W A L K OF F I C I A L S PH O T O G R A P H E R ' S B E N C H NO WORK IN THIS AREA VE S T I B U L E 10 0 BO X O F F I C E 10 2 RI N K O F F I C E 10 4 TE A M R O O M ' B ' 10 6 Te a m R m C 10 7 TO I L E T 10 8 Te a m R m D 10 9 TO I L E T 11 0 TE A M R O O M ' E ' 11 1 TE A M R O O M ' F ' 11 3 Girls JV Locker Rm 123 Girls Varsity Locker Rm 121 Weight Room 119 Boys Varsity Locker Rm 117 Boys JV Locker Rm 115 ST O R A G E TE A M R M ' A ' 13 2 TO I L E T / S H O W E R S 11 2 TO I L E T / S H O W E R 10 5 ST O R A G E 13 6 ST O R A G E 13 5 JA N 13 4 ME C H 13 3 ST O R A G E 13 7 ST O R A G E 13 8 JA N / S T O R 13 9 Women Shower 131Girls Shower 122 Coach 120 Coach 118 Restroom 129Boys Shower 116 Coach 114Coach124 LO B B Y 10 1 NE W R A M P NE W A C C E S S I B L E VI E W I N G P L A T F O R M Ic e R i n k 14 1 WOMENS 129MENS128TRAINER127CONC.126Player Entry 118Ice Resurfacer 125 NE W S T A I R NE W S T A I R NE W A C C E S S I B L E VI E W I N G P L A T F O R M CO N C O U R S E 10 3 NE W W A L K Of f i c e 10 4 B St o r 14 9 Date Drawn By Checked ByProject NumberJAMES DAYTON DESIGN 1515 CENTRAL AVE NE MINNEAPOLIS, MN 55413 MEYER | BORGMAN | JOHNSONjames dayton designArchitect T 612.338.0005 F 612.338.0141 Structural Engineer Architect Seal I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a Registered Architect under the Laws of the State of Minnesota Issue / RevisionIssue:12 SOUTH SIXTH STREET, SUITE 810 MINNEAPOLIS, MN 55402-1564 T: 612.338.0713 F: 612.337.5325C 2015 NOT FOR CONSTRUCTION THE BLAKE SCHOOLIce Rink Consultant RINK-TEC INTERNATIONAL, INC.310 E. COUNTY RD D LITTLE CANADA, MN 55117 T: 651.481.1190 F: 651.481.1178Mechanical Engineer Electrical Engineer PREMIER ELECTRICAL CORP.4401 85TH AVE NORTH BROOKLYN PARK, MN 55117 T: 763.424.6551 F: 763.424.5225 A1.01Floor PlanCheckerAuthor12.21.2016Blake Ice110 Blake Road Hopkins, Minnesota 55343 Progress Set 2016-11-17 Blake Ice No. Description Date SCALE:A1.01 3/32" = 1'-0"1 Main Level Plan DN DN PF DN 2 3 4 5 6 7 8 9 10 11 A B C D E F G H J K L M N P Q R 12 1 AA RR P. 6 PR E S S B O X 13 5 x Bl e a c h e r A c c e s s 13 4 x ST L P A N ST A I R BL E A C H E R S BL E A C H E R S OP E N TO BE L O W OP E N TO BE L O W OP E N TO BE L O W RO O F RO O F ROOFROOF NE W R A M P , B E L O W NE W A C C E S S I B L E VI E W I N G P L A T F O R M , BE L O W 1' - 6 " 3' - 7 " OP E N TO BE L O W 10 ' - 2 1 / 2 " NE W S C O R E B O A R D NE W S C O R E B O A R D Date Drawn By Checked ByProject NumberJAMES DAYTON DESIGN 1515 CENTRAL AVE NE MINNEAPOLIS, MN 55413 MEYER | BORGMAN | JOHNSONjames dayton designArchitect T 612.338.0005 F 612.338.0141 Structural Engineer Architect Seal I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a Registered Architect under the Laws of the State of Minnesota Issue / RevisionIssue:12 SOUTH SIXTH STREET, SUITE 810 MINNEAPOLIS, MN 55402-1564 T: 612.338.0713 F: 612.337.5325C 2015 NOT FOR CONSTRUCTION THE BLAKE SCHOOLIce Rink Consultant RINK-TEC INTERNATIONAL, INC.310 E. COUNTY RD D LITTLE CANADA, MN 55117 T: 651.481.1190 F: 651.481.1178Mechanical Engineer Electrical Engineer PREMIER ELECTRICAL CORP.4401 85TH AVE NORTH BROOKLYN PARK, MN 55117 T: 763.424.6551 F: 763.424.5225 A1.02Bleacher PlanCheckerAuthor12.21.2016Blake Ice110 Blake Road Hopkins, Minnesota 55343 Progress Set 2016-11-17 Blake Ice No. Description Date SCALE:A1.02 3/32" = 1'-0"1 Bleacher Access Plan A B C D E F G H J K L M N P Q R EX I S T I N G I C E RI N K B U I L D I N G VE R T I C A L WO O D S I D I N G T.O.F.F.0'-0"T.O.PARAPET 21'-0"CEMENT BD. AA RR NEW ENTRANCEP.6 ALUM CANOPYMTL PANEL BEYOND.ANOD. ALUM CANOPY BEYOND.12'-0"T.O.PARAPETFLOW THROUGH SCUPPER BEYOND. EX I S T G A R A G E D O O R EX I S T I N G I C E R I N K BU I L D I N G VE R T I C A L W O O D SI D I N G EX I S T L I G H T EXIST LIGHT EXIST SIGNABCDEFG H J K L M N P Q R T. O . F . F . 0' - 0 " T. O . R O O F @ EN T R Y 12 ' - 0 " EX I S T I N G B U I L D I N G AA RR NE W A L U M C A N O P Y & RE V E R S E C H A N N E L L E T T E R IL L U M I N A T E D S I G N A G E CU R T A I N W A L L & EN T R A N C E S Y S T E M PN T D . FL A T S E A M MT L P A N E L S P. 6 T. O . P A R A P E T @ ST A I R T O W E R 21 ' - 0 " 2 3 4 5 6 7 8 9 10 11 EX I S T I N G BI T U M I N O U S RO O F T.O.F.F.0'-0"T.O.ROOF @ ENTRY 12'-0"NEW ALUM CANOPY &REVERSE CHANNEL LETTER ILLUMINATED SIGNAGE CURTAIN WALL &ENTRANCE SYSTEM CE M E N T B D . TY P . EXISTING BUILING AL U M . C U R T A I N W A L L & A L U M T R I M AL U M . C U R T A I N W A L L & A L U M T R I M PN T D . F L A T S E A M MT L P A N E L . AL U M . C U R T A I N WA L L & A L U M T R I M EX I S T I N G B U I L I N G 12 1 NEW PARAPET WALL,CAP, SCUPPER, & DNSPOUT AL U M . C A P & OV E R F L O W S C U P P E R , EXIST TRANS. NE W A N O D AL U M C A N O P Y T. O . P A R A P E T 21 ' - 0 " T. O . P A R A P E T 12 ' - 0 " T. O . B A R R E L 39 ' - 0 " PN T D . F L A T S E A M MT L P A N E L . AL U M . C A P & OV E R F L O W S C U P P E R , NE W A L U M C A N O P Y & RE V E R S E C H A N N E L L E T T E R IL L U M I N A T E D S I G N A G E CU R T A I N W A L L & EN T R A N C E S Y S T E M PN T D . FL A T S E A M MT L P A N E L S CE M E N T B D P A N E L S BO X O F F I C E TI C K E T WI N D O W IL L U M I N A T E D SI G N A G E Fi r s t F l o o r 0' - 0 " Ro o f 24 ' - 0 " 9 10 11 T. O . B a r r e l V a u l t 39 ' - 0 " 12 Date Drawn By Checked ByProject NumberJAMES DAYTON DESIGN 1515 CENTRAL AVE NE MINNEAPOLIS, MN 55413 MEYER | BORGMAN | JOHNSONjames dayton designArchitect T 612.338.0005 F 612.338.0141 Structural Engineer Architect Seal I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a Registered Architect under the Laws of the State of Minnesota Issue / RevisionIssue:12 SOUTH SIXTH STREET, SUITE 810 MINNEAPOLIS, MN 55402-1564 T: 612.338.0713 F: 612.337.5325C 2015 NOT FOR CONSTRUCTION THE BLAKE SCHOOLIce Rink Consultant RINK-TEC INTERNATIONAL, INC.310 E. COUNTY RD D LITTLE CANADA, MN 55117 T: 651.481.1190 F: 651.481.1178Mechanical Engineer Electrical Engineer PREMIER ELECTRICAL CORP.4401 85TH AVE NORTH BROOKLYN PARK, MN 55117 T: 763.424.6551 F: 763.424.5225 A2.0Exterior Building ElevationsPRES12.21.2016Blake Ice110 Blake Road Hopkins, Minnesota 55343 Progress Set 2016-11-17 Blake Ice SCALE:A2.0 1/8" = 1'-0"1 South Building ElevationSCALE:A2.0 1/8" = 1'-0"2 North Building ElevationSCALE:A2.0 3/32" = 1'-0"3 East Building Elevation No. Description Date SC A L E : A2 . 0 1 / 4 " = 1 ' - 0 " 4 No r t h e a s t B u i l d i n g E l e v a t i o n SC A L E : A2 . 0 3 / 3 2 " = 1 ' - 0 " 5 We s t B u i l d i n g E l e v a t i o n WE S T E L E V A T I O N NO W O R K 9'-0" 7'-1" 7'-0" 4'-1" 6'-10 3/4" 9'-0" P I N M O U N T E D S I G N 8'-6" BEYOND 7'-0"2'-6" A L U M I N U M M E C H A N I C A L L O U V E R M A T C H E X I S T I N G W I N D O W S CODE COMPLIANT ANODIZEDAND SHOP PRIMED ANDPAINTED STEEL STAIR ANDSTRUCTURE. PROVIDECONCRETE PIERFOUNDATION. B E N C H E S , P R O V I D E D B Y O W N E R 9'-0" 8'-0" REMOVE 4 C O U R S E S O F BRICK, PR O V I D E THROUG H W A L L FLASHING ( T W F - 1 ) A N D REPLACE W I T H N E W BRICK (BR K - 2 ) B E Y O N D B E Y O N D 9'-0" STOREFRONT BEYOND 3'-0" A T C O L U M N S , R E M O V E L I M E S T O N E A N D 1 C O U R S E O F B R I C K . P R O V I D E T H R O U G H W A L L F L A S H I N G . C U T A N D R E P L A C E L I M E S T O N E T O A L L O W F O R F R A M I N G A F T E R T H R O U G H W A L L F L A S H I N G ( T W F - 1 ) I S I N S T A L L E D . R E P L A C E T H E C O U R S E O F B R I C K W I T H N E W B R I C K ( B R K - 2 ) E X I S T I N G B E Y O N D SEAM IN STPL-1(TYP)NEW RETAININGWALL. SEESHEET C300 R O O F L I N E B E Y O N D R E M O V E 4 C O U R S E S O F B R I C K , P R O V I D E T H R O U G H W A L L F L A S H I N G ( T W F - 1 ) A N D R E P L A C E W I T H N E W B R I C K ( B R K - 2 ) A T C O L U M N S , R E M O V E L I M E S T O N E A N D 1 C O U R S E O F B R I C K . P R O V I D E T H R O U G H W A L L F L A S H I N G . C U T A N D R E P L A C E L I M E S T O N E T O A L L O W F O R F R A M I N G A F T E R T H R O U G H W A L L F L A S H I N G ( T W F - 1 ) I S I N S T A L L E D . R E P L A C E T H E C O U R S E O F B R I C K W I T H N E W B R I C K ( B R K - 2 ) I N F I L L B R I C K ( B R K - 2 ) 8'-0" EXISTI N G B E Y O N D 3'-7 1/8"7'-6 7/8" 9'-2 3/4" 7'-10 1/2" P A N E L J O I N T ( T Y P ) P A N E L J O I N T ( T Y P ) E X I S T I N G B E Y O N D P A N E L J O I N T ( T Y P ) S E A M I N S T P L - 1 ( T Y P ) M E C H A N I C A L D U C T ( S E E M E C H A N I C A L ) R A M P B E Y O N D M E C H A N I C A L U N I T B E Y O N D ANODIZED AND SHOPPRIMED ANDPAINTEDSTEEL GATE FORROOF ACCESS.BEYOND DEMO EXISTINGWINDOWS. INFILLWITH NEW BRICK(BRK-2)DEMO EXISTINGWINDOWS. INFILLWITH NEW BRICK(BRK-2)3'-1 3/8" L O W E R P A R A P E T H E I G H T A S S H O W N A L T E R N A T E # 4 2'-9 1/4" A L T E R N A T E # 4 5'-3 1/4" A D D P R I M E D A N D P A I N T E D G A L V A N I Z E D S T E E L G U A R D R A I L ( S H O W N D A S H E D ) A L T E R N A T E # 4 ADD PRIMED ANDPAINTED GALVANIZEDSTEEL GUARDRAIL(SHOWN DASHED)ALTERNATE #4 A L T E R N A T E # 4 B E Y O N D *DINING HALLADDITIONPROJECT LEVELS*DINING HALLADDITIONPROJECT LEVELS*DINING HALLADDITIONPROJECT LEVELS * D I N I N G H A L L A D D I T I O N P R O J E C T L E V E L S * D I N I N G H A L L A D D I T I O N P R O J E C T L E V E L S * D I N I N G H A L L A D D I T I O N P R O J E C T L E V E L S E X T E R I O R E L E V A T I O N S D r a w i n g s I s s u e d D a t e U + B 2 6 0 9 A l d r i c h A v e n u e S o u t h S u i t e 1 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 0 8 T | 6 1 2 - 8 7 0 - 2 5 3 8 w w w . u p l u s b . c o m P r o j e c t C o n t a c t s a r c h i t e c t u r e & d e s i g n , i n c . S i g n a t u r e P r i n t e d N a m e R e g i s t r a t i o n N u m b e r I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r 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 t h a t I a m a d u l y L i c e n s e d A r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a 2 0 1 4 U + B A r c h i t e c t u r e & D e s i g n , I n c . P a u l U d r i s , A I A , L E E D A P C | 6 1 2 - 6 1 6 - 1 9 1 5 p a u l . u d r i s @ u p l u s b . c o m J i m L i n d b o r g , A I A C | 6 1 2 - 3 1 0 - 8 4 0 3 j i m . l i n d b o r g @ u p l u s b . c o m B L A K E H O P K I N S C A M P U S R E N E W A L D I N I N G H A L L A D D I T I O N 1 2 . 2 2 . 1 6 N o t F o r C o n s t r u c t i o n B l a k e 1 1 0 B l a k e R o a d S o u t h H o p k i n s , M N 5 5 3 4 3 P r o j e c t : 2 0 1 4 0 2 0 B L K E - 2 S O I L I N F I L L P R O V I D E N E W C O N C . F O O T I N G 8" 1 ' - 8 " ALIGN D E M O E X I S I T N G S T A I R A N D S L A B P A I N T E D S T E E L P I P E H A N D R A I L D E M O D O O R A N D F R A M E , I N F I L L O P E N I N G D E M O W A L L A N D S T R U C T U R A L S L A B ( S H O W D A S H E D ) D U C T W O R K , S E E M E C H A N I C A L . H O L D T I G H T T O W A L L A N D O F F S E T T O A V O I D E X I S T I N G P I P I N G A B O V E P R O V I D E R O O F C U R B A N D R O O F V E N T M O D I F Y E X I S T I N G W O O D C E I L I N G / R O O F S T R U C T U R E T O P R O V I D E D U C T O P E N I N G D E M O E X I S T I N G W A L L T O P R O V I D E O P E N I N G F O R R O U T I N G O F D U C T W O R K . M A I N T A I N 2 H R . F I R E R A T I N G W I T H A D A M P E R A N D F I R E C A U L K A S R E Q U I R E D D E M O E X I S T I N G C O N C R E T E R O O F D E C K , P O U R N E W R A M P S L A B . S E E S T R U C T U R A L . D E M O E X I S T I N G E N D B A Y A N D A S S O C I A T E D S T R U C T U R E . E X I S T I N G C O L U M N A N D A S S O C I A T E D F O O T I N G T O R E M A I N D E M O E X I S T I N G S T O N E C A P A N D S T O N E A R C H D E M O E X I S T I N G S T O N E C A P . R E T A I N S T O N E A R C H . D E M O E X I S T I N G C O N C R E T E R O O F D E C K , P O U R N E W R A M P S L A B . S E E S T R U C T U R A L . R E M O V E 4 C O U R S E S O F B R I C K , P R O V I D E T H R O U G H W A L L F L A S H I N G ( T W F - 1 ) A N D I N F I L L W I T H N E W B R I C K ( B R K - 2 ) R E M O V E 4 C O U R S E S O F B R I C K , P R O V I D E T H R O U G H W A L L F L A S H I N G ( T W F - 1 ) A N D I N F I L L W I T H N E W B R I C K ( B R K - 2 ) D E M O E X I S T I N G P A V E R S A N D I N S U L A T I O N * D I N I N G H A L L A D D I T I O N P R O J E C T L E V E L S *DINING HALLADDITIONPROJECT LEVELS * D I N I N G H A L L A D D I T I O N P R O J E C T L E V E L S *** * * * * * * * * * B U I L D I N G S E C T I O N S D r a w i n g s I s s u e d D a t e U + B 2 6 0 9 A l d r i c h A v e n u e S o u t h S u i t e 1 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 0 8 T | 6 1 2 - 8 7 0 - 2 5 3 8 w w w . u p l u s b . c o m P r o j e c t C o n t a c t s a r c h i t e c t u r e & d e s i g n , i n c . S i g n a t u r e P r i n t e d N a m e R e g i s t r a t i o n N u m b e r I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r 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 t h a t I a m a d u l y L i c e n s e d A r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a 2 0 1 4 U + B A r c h i t e c t u r e & D e s i g n , I n c . P a u l U d r i s , A I A , L E E D A P C | 6 1 2 - 6 1 6 - 1 9 1 5 p a u l . u d r i s @ u p l u s b . c o m J i m L i n d b o r g , A I A C | 6 1 2 - 3 1 0 - 8 4 0 3 j i m . l i n d b o r g @ u p l u s b . c o m B L A K E H O P K I N S C A M P U S R E N E W A L D I N I N G H A L L A D D I T I O N 1 2 . 2 2 . 1 6 N o t F o r C o n s t r u c t i o n B l a k e 1 1 0 B l a k e R o a d S o u t h H o p k i n s , M N 5 5 3 4 3 P r o j e c t : 2 0 1 4 0 2 0 B L K E - 2 L E G E N D E X I S T I N G C O N S T R U C T I O N N E W C O N S T R U C T I O N B E Y O N D 12'-1"3'-7" 8'-8" 3'-7"12'-1" 4'-5" 8'-8" 1'-4" P I N M O U N T E D S I G N B E Y O N D ( T Y P ) E X I S T I N G B E Y O N D A L U M I N U M C O L U M N C O V E R P A I N T E D T O M A T C H F R M - 1 / F R M - 2 *LOBBYADDITIONPROJECT LEVELS * L O B B Y A D D I T I O N P R O J E C T L E V E L S 9'-8 3/4"5'-0 3/4"3'-0 3/4"8'-0"BEYONDBEYOND TRANSITION TO SCR N - 1 3'-0" P R O V I D E S T R U C T U R A L S T O O P ( 1 0 ' - 8 " X 4 ' - 0 " ) O R P R O V I D E L E D G E O N B U I L D I N G F O O T I N G T O C O N T I N U O U S L Y S U P P O R T E D G E O F E X T E R I O R C O N C R E T E S L A B *LOBBYADDITIONPROJECT LEVELS 5'-8" P R O V I D E S T R U C T U R A L S T O O P ( 4 ' - 6 " x 4 ' - 0 " ) O R P R O V I D E L E D G E O N B U I L D I N G F O O T I N G T O C O N T I N U O U S L Y S U P P O R T E D G E O F E X T E R I O R C O N C R E T E S L A B 4'-0" * L O B B Y A D D I T I O N P R O J E C T L E V E L S E X T E R I O R E L E V A T I O N S U + B 2 6 0 9 A l d r i c h A v e n u e S o u t h S u i t e 1 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 0 8 T | 6 1 2 - 8 7 0 - 2 5 3 8 w w w . u p l u s b . c o m P r o j e c t C o n t a c t s a r c h i t e c t u r e & d e s i g n , i n c . S i g n a t u r e P r i n t e d N a m e R e g i s t r a t i o n N u m b e r I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r 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 t h a t I a m a d u l y L i c e n s e d A r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a 2 0 1 4 U + B A r c h i t e c t u r e & D e s i g n , I n c . D r a w i n g s I s s u e d D a t e B L A K E H O P K I N S C A M P U S R E N E W A L L O B B Y A D D I T I O N 1 2 . 2 2 . 1 6 N o t F o r C o n s t r u c t i o n B l a k e 1 1 0 B l a k e R o a d S o u t h H o p k i n s , M N 5 5 3 4 3 P r o j e c t : 2 0 1 4 0 2 0 B L K E - 2 RLNG-1 R L N G - 1 F I R E P L A C E F P R L - 1 *LOBBYADDITIONPROJECT LEVELS * L O B B Y A D D I T I O N P R O J E C T L E V E L S ***** * * F I R E P L A C E F P R L - 1 * L O B B Y A D D I T I O N P R O J E C T L E V E L S * * * * * L O B B Y A D D I T I O N P R O J E C T L E V E L S * * 5'-4"17'-0"HVAC UNIT*LOBBYADDITIONPROJECT LEVELS *LOBBYADDITIONPROJECT LEVELS*** * * * *LOBBYADDITIONPROJECT LEVELS** E X I S T I N G M P A C F O O T I N G B E Y O N D ( S H O W N D A S H E D ) 3'-9 3/4" 6'-3 3/8" 5 3/8" 2'-11 3/4" 3'-1 3/8" 2 1/4" E X T E N T O F D E M O F O R S T O R E F R O N T ( S H O W N D A S H E D ) * L O B B Y A D D I T I O N P R O J E C T L E V E L S * *LOBBYADDITIONPROJECT LEVELS * B U I L D I N G S E C T I O N S U + B 2 6 0 9 A l d r i c h A v e n u e S o u t h S u i t e 1 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 0 8 T | 6 1 2 - 8 7 0 - 2 5 3 8 w w w . u p l u s b . c o m P r o j e c t C o n t a c t s a r c h i t e c t u r e & d e s i g n , i n c . S i g n a t u r e P r i n t e d N a m e R e g i s t r a t i o n N u m b e r I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r 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 t h a t I a m a d u l y L i c e n s e d A r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a 2 0 1 4 U + B A r c h i t e c t u r e & D e s i g n , I n c . D r a w i n g s I s s u e d D a t e B L A K E H O P K I N S C A M P U S R E N E W A L L O B B Y A D D I T I O N 1 2 . 2 2 . 1 6 N o t F o r C o n s t r u c t i o n B l a k e 1 1 0 B l a k e R o a d S o u t h H o p k i n s , M N 5 5 3 4 3 P r o j e c t : 2 0 1 4 0 2 0 B L K E - 2 1L2.2 TREE PLANTING DETAILSCALE 3/4" = 1'-0"2L2.2 SHRUB PLANTING DETAILSCALE 3/4" = 1'-0"3L2.2 PERENNIAL PLANTING DETAILSCALE 3/4" = 1'-0"1.5 x AMIN.30" RADIUS MULCH RING4'A PROVIDE & I N S T A L L R O D E N T P R O T E C T I O N . 1 2 " H A R D W I R E CLOTH M E S H C Y L I N D E R , 8 " D I A . O R G R E A T E R X 3 6 " H G T . . STAKE IN P L A C E . P E R S P E C 3 2 9 3 0 0 INSTALL T R E E W I T H R O O T F L A R E V I S I B L E A T T O P O F T H E ROOT BA L L . R E M O V E S O I L I N L E V E L M A N N E R F R O M T O P O F ROOT BA L L T O E X P O S E 1 S T 1 2 " O R L A R G E R M A I N O R D E R ROOT IF N E E D E D . S E T R O O T B A L L W I T H M A I N O R D E R R O O T 1" ABOVE A D J A C E N T G R A D E . D O N O T C O V E R T O P OF ROOT B A L L W I T H S O I L . NOTE:CONTRAC T O R S H A L L M A I N T A I N T R E E S I N A P L U M B P O S I T I O N THROUG H O U T T H E W A R R A N T Y P E R I O D . W R A P T R E E T R U N K S ONLY UP O N A P P R O V A L B Y L A N D S C A P E A R C H I T E C T . S E E SPECIFIC A T I O N # 3 2 9 3 0 0 SCARIFY SIDES OF T R E E P I T W I T H S P A D E B Y H A N D T O BIND WITH PREPA R E D S O I L PLANTING SOIL, REFER TO S P E C I F I C A T I O N S , C O M P A C T T O 8 5 % O F M A X . DRY UNIT WEIGHT ACCORDI N G T O A S T M D 6 9 8 UNDERGROUND DRAINTILE IF NEEDED PE R P E R C O L A T I O N T E S T R E S U L T S . T I E T O S T O R M D R A I N . TAMP SOIL AROUND ROOT BALL B A S E F I R M L Y W I T H F O O T P R E S S U R E S O THAT ROOT BALL DOES NOT SHIF T PLACE N O M U L C H I N C O N T A C T W I T H T R E E T R U N K PLACE R O O T B A L L O N U N D I S T U R B E D O R C O M P A C T E D S O I L REMOVE B U R L A P , T W I N E , R O P E A N D W I R E FROM TO P H A L F O F R O O T B A L L UNDISTURBEDSUBGRADEDIG PLANTING PIT 4" TO 6"DEEPER THAN ROOT BALL BUILD 4" H I G H E A R T H S A U C E R B E Y O N D E D G E O F R O O T B A L L EDGE CO N D I T I O N V A R I E S SEE PLAN 12"MIN.PREPARE SOIL FORTHE ENTIRE BED4'EDGE CONDITION VARIES APPLY PRE-EMERGENT HERBICIDE INSTALL 2" LAYER OF MULCH, DO NOT PLACE I N CONTACT W/ SHRUB STEM NOTE:REFER TO EXTERIOR PLANTING SPECIFICATIO N EDGER, REFER TO PLAN AND SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLAN T S EXCAVATE PLANT BED MIN. 4" DEEPER THAN R O O T B A L L H G T . SCARIFY SIDES AND BOTTOM OF PLANTING BE D W I T H S P A D E UNDISTURBED SUBGRADE6"MIN.REFERTO PLAN18" MIN.PREPARE SOIL FORTHE ENTIRE BEDEDGER, REFER TO PLAN AND SPECIFICAITON EDGE CONDITION VARIES INSTALL 1" LAYER OF SHREDDED HARDWOOD MULCH OR 2"LAYER OF FINELY SHREDDED HARDWOOD MULCH. DO NOTPLACE IN CONTACT WITH PLANTPLANTING SOIL NOTE:REFER TO EXTERIOR PLANTING SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLANTSSCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADEUNDISTURBED SUBGRADE 11BUIDLING FACE VARIES- SEE PLANMINERAL MULCHMETAL EDGER WITH STAKEFINISHED GRADE VARIES- SEEPLAN, HOLD 1" BELOW TOP OFEDGER GEOTEXTILE FABRICSLOPE TO DRAIN4'4L2.2 MINERAL MULCH MAINTENANCE STRIPSCALE 1 1/2" = 1'-0" T R E E S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S C E - C 2 C E R C I S C A N A D E N S I S / E A S T E R N R E D B U D B & B 2 " C A L M U T L I - T R U N K J U - V 2 J U N I P E R U S V I R G I N I A N A / E A S T E R N R E D C E D A R B & B 6 ` H E I G H T M I N . P I - N 4 P I N U S N I G R A / A U S T R I A N B L A C K P I N E B & B 6 ` H E I G H T M I N . T I - S 3 T I L I A A M E R I C A N A ` S E N T R Y ` / A M E R I C A N L I N D E N B & B 2 . 5 " C A L S H R U B S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S C O - I 1 6 C O R N U S A L B A ` S I B I R I C A ` / R E D B A R K D O G W O O D # 7 C O N T . P L A N T A S S H O W N O N P L A N P L A N T S C H E D U L E E A S T C A M P U S T R E E S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S A C - F 1 9 A C E R F R E E M A N I I ` J E F F E R S R E D ` T M / A U T U M N B L A Z E M A P L E B & B 2 . 5 " C A L T R U N K F R E E O F B R A N C H E S 6 ` - 7 ` F R O M B A S E A M - A 6 A M E L A N C H I E R X G R A N D I F L O R A ` A U T U M N B R I L L I A N C E ` / ` A U T U M N B R I L L I A N C E ` S E R V I C E B E R R Y B & B 2 " C A L M U T L I - T R U N K B E - W 6 B E T U L A P O P U L I F O L I A ` W H I T E S P I R E ` / W H I T E S P I R E B I R C H B & B 3 . 5 " C A L T R U N K F R E E O F B R A N C H E S 6 ` - 7 ` F R O M B A S E G L - T 4 G L E D I T S I A T R I A C A N T H O S I N E R M I S ` S K Y C O L E ` T M / S K Y L I N E T H O R N L E S S H O N E Y L O C U S T B & B 2 . 5 " C A L T R U N K F R E E O F B R A N C H E S 6 ` - 7 ` F R O M B A S E P I - D 1 9 P I C E A G L A U C A ` D E N S A T A ` / B L A C K H I L L S S P R U C E B & B 6 ` H E I G H T M I N . P I - N 9 P I N U S N I G R A / A U S T R I A N B L A C K P I N E B & B 6 ` H E I G H T M I N . Q U - B 8 Q U E R C U S B I C O L O R / S W A M P W H I T E O A K B & B 2 . 5 " C A L T R U N K F R E E O F B R A N C H E S 6 ` - 7 ` F R O M B A S E S H R U B S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S C O - I 7 9 C O R N U S A L B A ` S I B I R I C A ` / R E D B A R K D O G W O O D # 7 C O N T . P L A N T A S S H O W N O N P L A N C O - S 7 C O R N U S S E R I C E A ` A R T I C F I R E ` / A R T I C F I R E D O G W O O D # 7 C O N T . P L A N T A S S H O W N O N P L A N P H - D 4 3 P H Y S O C A R P U S O P U L I F O L I U S ` D I A B L O ` / D I A B L O N I N E B A R K # 7 C O N T . P L A N T A S S H O W N O N P L A N R H - A 1 1 1 R H U S A R O M A T I C A ` G R O - L O W ` / G R O - L O W F R A G R A N T S U M A C # 7 C O N T . P L A N T A S S H O W N O N P L A N R I - A 3 9 R I B E S A L P I N U M / A L P I N E C U R R A N T # 7 C O N T . P L A N T A S S H O W N O N P L A N S P - A 3 5 S P I R A E A X B U M A L D A ` A N T H O N Y W A T E R E R ` / A N T H O N Y W A T E R E R S P I R A E A # 7 C O N T . P L A N T A S S H O W N O N P L A N A N N U A L S / P E R E N N I A L S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S A S - P 5 3 A S T E R N O V A E - A N G L I A E ` P U R P L E D O M E ` / P U R P L E D O M E N E W E N G L A N D A S T E R # 1 P O T P L A N T A S S H O W N O N P L A N N E - F 8 3 N E P E T A F A A S S E N I I / C A T M I N T # 1 P O T P L A N T A S S H O W N O N P L A N S E - A 2 7 S E D U M X ` A U T U M N F I R E ` / A U T U M N F I R E S E D U M # 1 P O T P L A N T A S S H O W N O N P L A N E V E R G R E E N S H R U B S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S J U - C 2 1 J U N I P E R U S C H I N E N S I S ` M I N T J U L E P ` / M I N T J U L E P J U N I P E R # 7 P O T P L A N T A S S H O W N O N P L A N J U - S 4 J U N I P E R U S S Q U A M A T A ` B L U E S T A R ` / B L U E S T A R J U N I P E R # 7 P O T P L A N T A S S H O W N O N P L A N G R A S S E S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S C O - P 9 C O R T A D E R I A P U M I L A / P A M P A S G R A S S # 3 C O N T . P L A N T A S S H O W N O N P L A N M I - S 1 0 4 M I S C A N T H U S S I N E N S I S / J A P A N E S E S I L V E R G R A S S # 3 C O N T . P L A N T A S S H O W N O N P L A N P A - A 2 6 7 P A N I C U M A M A R U M / D U N E P A N I C G R A S S # 5 C O N T . P L A N T A S S H O W N O N P L A N P E - A 1 7 0 P E N N I S E T U M A L O P E C U R O I D E S ` H A M E L N ` / H A M E L N D W A R F F O U N T A I N G R A S S # 3 C O N T . P L A N T A S S H O W N O N P L A N S P - H 6 7 S P O R O B O L U S H E T E R O L E P I S / P R A I R I E D R O P S E E D # 3 C O N T . P L A N T A S S H O W N O N P L A N G R O U N D C O V E R S C O D E Q T Y B O T A N I C A L N A M E / C O M M O N N A M E S I Z E C O N T . N O T E S S P A C I N G S O D 1 7 , 8 8 7 S F S O D S O D / S E E D P L A N T S C H E D U L E S O U T H C A M P U S L 2 . 2 L A N D S C A P E P L A N T I N G D E T A I L S A N D S C H E D U L E D r a w i n g s I s s u e d D a t e U + B 2 6 0 9 A l d r i c h A v e n u e S o u t h S u i t e 1 0 0 M i n n e a p o l i s , M i n n e s o t a 5 5 4 0 8 T | 6 1 2 - 8 7 0 - 2 5 3 8 w w w . u p l u s b . c o m P r o j e c t C o n t a c t s a r c h i t e c t u r e & d e s i g n , i n c . S i g n a t u r e P r i n t e d N a m e R e g i s t r a t i o n N u m b e r I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r 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 t h a t I a m a d u l y L i c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a © 2 0 1 4 U + B A r c h i t e c t u r e & D e s i g n , I n c . P a u l U d r i s , A I A , L E E D A P C | 6 1 2 - 6 1 6 - 1 9 1 5 p a u l . u d r i s @ u p l u s b . c o m J i m L i n d b o r g , A I A C | 6 1 2 - 3 1 0 - 8 4 0 3 j i m . l i n d b o r g @ u p l u s b . c o m 2 6 2 9 2 T o m W h i t l o c k B l a k e 1 1 0 B l a k e R o a d S o u t h H o p k i n s , M N 5 5 3 4 3 P r o j e c t : 2 0 1 4 0 2 0 B L K E - 2 C i t y S u b m i t t a l 4 0 1 2 n d A v e n u e N o r t h , S u i t e 4 1 0 M i n n e a p o l i s , M N 5 5 4 0 1 p 6 1 2 . 3 3 2 . 7 5 2 2 M a r c h 4 , 2 0 1 6 D e s i g n D e v e l o p m e n t D e c e m b e r 2 2 , 2 0 1 6 B L A K E H O P K I N S C A M P U S R E N E W A L L O B B Y A D D I T I O N 1 2 . 2 2 . 1 6 N o t F o r C o n s t r u c t i o n The Blake School Neighborhood Meeting Monday, January 9, 2017 from 6:30-7:30 pm in the Bovey Chapel Presenters: Dan Kelley, Blake School; Lisa Uhler, Blake School; Paul Udris, U+B Architecture; Jeremy Collatz, U+B Architecture; Jim Dayton, James Dayton Design; Patrick Regan, James Dayton Design; Julie Crawford, Mortenson Construction Attendees: 18 residents, including 14 who filled out the sign-in sheet as requested. Resident attendees included those from Edina and Hopkins. MINUTES The meeting began at 6:30 with introductions of the presenters and an overview of the project scope shared by Dan Kelley. Each architect firm shared the scope of their project (see below). Mortenson shared information about construction traffic routes on campus, and Mortenson’s commitment to compliance of all city ordinances and codes. The Blake School’s Hopkins campus serves the entire Blake community, functioning as an academic center for Pre-K through Grade 8, provides athletic facilities and performing arts for all students, and houses the school’s admissions and business offices. The original building on this campus was established in 1912, and has been added on to many times over the past decades. Blake has undertaken an initiative to provide much needed major facility improvements to the Hopkins campus. There will be a series of projects over the next four years that will require a Conditional Use Permit. These projects are summarized below. The first addition will be a small 4,900 SF addition and renovation to the Ice Arena. The Ice Arena addition will begin in March 2017 and complete by November 2017. It will provide: New vestibule and entry Expanded community locker rooms and shower facilities Larger public restroom capacity The second addition will be a new 16,000 SF Dining Commons and relocated Admissions Offices. Dining is planned for construction start in August 2017 to be complete in August 2018. Key elements of this addition are: Larger dining room New kitchen Dual serving area for variety of ages Enclose the existing Loggia to house new Admissions Offices The third addition to the Blake Campus will be a 20,000 SF Entry Hall that will provide singular point of entry and a clear connection to the Lower and Middle School. The Entry Hall and adjoining site work is currently anticipated to start in summer of 2018 and complete in August 2019. This addition will provide: Large lobby and gathering space New corridors to provide connectivity throughout the school Improvements to the performing arts center - new restrooms and back of house spaces Re-work parking lot and drop-off/pick-up system for both buses and cars Relocate play areas displaced by the new parking areas and drive lanes Storm water retention per Watershed requirements In addition to the individual gains listed above for each project, the campus renewal effort as a whole will increase the ADA accessibility across the entire campus and provide increased life safety & security for all students, faculty and visitors. During the presentation, residents asked for clarity of bus transportation/traffic flow on campus. Dan Kelley, Paul Udris and Jim Dayton leveraged the display boards to help orient the audience to how cars and buses would move about campus. It was noted that the driveway on the east side of the ice arena will be transitioned into a bus/authorized vehicle only lane. It is anticipated that there will be a 2/3 reduction in traffic on that west side of the arena. It was also shared that this may decrease traffic on Harrison Avenue due to lack of thru access via Harrison to this driveway. After the presentation it was opened up to the residents for Q&A. Q: Resident is concerned about congestion on the small access road off of Harrison Avenue that current connects to the driveway to the west of the ice arena. Can Blake look at signage or a solution to help alleviate congestion? A: Blake will take this feedback and evaluate potential solutions, including partnership with the City of Hopkins on signage (No Thru Street/No Access). Adding the bus lot will increase the amount of parking spots available on campus, which may also alleviate congestion in surrounding neighborhood streets. Q: What about the playground? When this area becomes a bus lot, what becomes of the playground? A: The playground equipment will be relocated elsewhere on campus. Some will be relocated near the new Dining Commons. Q: Are you changing the Ice Arena roof, mechanicals, etc.? A: There are currently no plans to change the barrel roof or replace existing mechanicals of the ice arena. In a future project we are hoping to re-roof the ice arena when needed, and we continue to evaluate the need for mechanical upgrades. Q: Is Blake concerned about the upcoming changes to Blake Road, including the addition of a bike path, and the impact it will have on athletic field parking when the gravel shoulder is converted to a bike path? A: The building of the new bus area will allow for more athletic field parking where the buses are currently parked. As changes occur to both Blake Road and Excelsior, we will continue to evaluate our parking and traffic flow needs. *(Jason Lindahl with the City of Hopkins shared information on where to find updated information on the Blake Road Project) Q: Are you going to allow your buses to idle? A: We currently follow all state/federal guidelines related to idling. There may be some idling during specific cold weather months each year. We have electric heaters for each bus; our goal is to keep idling to a minimum. Resident Comment: Residents adjacent to the lot (i.e. Dearborn Court) are concerned about the exhaust and noise that may come with the buses. It’s seen as a significant issue of noise and pollution near the nature trail. Q: Will there be big changes to the driveway on the west side of the ice arena? A: The driveway will be slightly widened within our property line to safely accommodate one-way bus traffic and emergency vehicles. Q: Will bus drivers have to get out of the bus to open the access gate? A: No, they will have a card access system that will allow them to remain in the bus while opening the gate. Q: Are you doing any work that will impact the watershed? A: As with all of our projects, we are working closely with the Minnehaha Watershed District. In addition to the drainage pond we installed with the athletic fields, we will look at effective storm water run-off from the ice arena and will appropriately construct the parking lot to provide water retention. Q: Do your plans impact the nature trail to the south side of the parking lot? A: No. The only change will be a widening of the current parking lot to accommodate the one-way travel land for the buses. It will be closer to the trail, but will not impede or change the trail in any way. Resident Comment: I am glad you aren’t impacting the trail and path. Q: Are you working to purchase more homes on Harrison? A: No. Jason Lindahl, City of Hopkins, shared with the group that this neighborhood meeting is part of an overall process that Blake is following. Next steps include the Hopkins Planning & Zoning Commission public hearing to review these plans on Wednesday, January 25, 2017 starting at 6:30 p.m. Hopkins City Council will review and act upon these plans on Tuesday, February 7, 2017 starting at 7:00 p.m. The meeting was adjourned at 7:25pm and guests were encouraged to ask additional questions of any of the presenters before leaving.