Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PC PACKET 032521
Agenda Hugo Planning Commission Thursday, March 25, 2021 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 i CI I Y O� TGO HV EST. 1906 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651- 762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 819 8764 8155 Meeting Link: https://us02web.zoom.us/'/81987648155 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. February 11, 2021 1. White Bear Lake Area Schools — Site plan, conditional use permit, and property line adjustment for the property located at 15198 Forest Boulevard North. 2. Xcel Energy — Conditional use permit amendment and variance request for the property located at 13620 Fenway Boulevard North. 41111111ZPVTTI3l-L9Ii,1&S1 F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, February 11, 2021 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:01 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Mulvihill, Petty. ABSENT: Lessard, Luchsinger, STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Oath of Office Cindy Petty is the new Alternate Commissioner on the Hugo Planning Commission. Commissioner Petty gave the Oath of Office and introduced herself to the rest of the Planning Commission. Approval of Minutes for the Planning Commission Meeting of December 17, 2020 Commissioner Derr made a motion, seconded by Commissioner Mulvihill to approve minutes for the meeting of December 17, 2020. Ayes: Arcand, Derr, Fry, Kleissler, Mulvihill, Petty. Nay: None. Motion carried. Public Hearing: Golden Valley Land Company — Requesting approval for a preliminary plat, planned unit development, and comprehensive plan amendment for a residential development to be known as "The Meadows at Hugo." Staff provided background on the request. The applicant is requesting approval of a preliminary plat, planned unit development, and comprehensive plan amendment for a residential development. The PUD totals 32.93 acres and has 5.92 acres of wetlands for a net area of 27.01 acres. The preliminary plat proposed a total of 87 single family lots and six outlots. The site is generally located north of 1591n Street North and west of Highway 61 and is currently zoned Future Urban Service. The site is also guided as Medium Density Residential in the 2040 Land Use Plan. Staff's presentation reviewed the zoning flexibility requests and the proposed PUD general plan. The applicant's proposed utility plan identifies a sanitary sewer connection to the Met Council Interceptor at an alternative location than what is shown in the 2040 Comprehensive Plan, requiring a Comprehensive Plan Amendment. February 11, 2021 PC Minutes Page 2 Staff recommended approval of the PUD, preliminary plat, and comprehensive plan amendment for Golden Valley Land Company, for the development to be known as "The Meadows at Hugo," subject to the conditions listed in the resolution. Staff also recommended that the Planning Commission open the public hearing and take all public comment. Chair Kleissler invited the applicant to address the Planning Commission. Matt Pavek, Civil Site Group, Inc., spoke on behalf of the application. Pavek stated that they have been working on the project for the past year and that they agreed with staff comments and recommendations. The Planning Commissioners asked some clarification on project details. David Pattberg, Centra Homes, addressed the Commission and stated that as the builder of the project, they are not proposing a HOA for the development. Generally, there are no commonly owned amenities within the development and a HOA is not needed. The Commissioners asked about the expected price range of the homes and additional water conservation practices in lieu of stormwater reuse for irrigation. Chair Kleissler opened the public hearing at 7:36pm. Tom and Terri Kartes, 5370 1591" Street North, provided written comments to the Planning Commission. Jesse Kook, 4683 Heritage Parkway, provided written comments to the Planning Commission. Ryan Allhouse, 5310 159t" Street North, provided written comments to the Planning Commission. Jacob Vogt, 5320 1591" Street North, provided written comments to the Planning Commission. Gary Trudeau, 5360 159t" Street North, asked why there are two roads to the north if the applicant does not own the parcels to the north. Trudeau had concerns with all traffic from the development going south and around the water tower and mentioned that the Fire Department should be aware of the proposals. There were additional concerns with the number of zoning flexibilities that the applicant is asking for. Jacob Vogt, 5320 159t" Street North, also provided comments in person. Vogt wondered if there was any flexibility on the four lots that are located in the southwest corner of the development that and if they could be made into green space. Matt Pavek addressed the Planning Commission and public. The plan shows the two access points to the north to allow access with future development. The applicant stated that they are set on the layout as there has been various renderings and the wetlands on site make it difficult to maneuver. They believe the proposed layout is the best option given the site constraints. As for the four homes on the southwest corner of the site, those lots are necessary in order to meet the density requirements. Staff added that the proposed development will add additional traffic, however, 159t" Street North was designed to accommodate the expected volume increase. The Fire Department has reviewed the February 11, 2021 PC Minutes Page 3 proposed project and it meets all emergency vehicle route standards. Additionally, the two access roads to the north are intended to extend north to 165t" Street North with future development. Vogt asked staff if there had been a traffic study done. Staff responded that a traffic study was not deemed necessary for this project. Chair Kleissler closed the public hearing at 7:50pm. The Planning Commission continued their discussion on the proposed development and generally liked the improvements made from the sketch plan level to now. Commissioner Fry had concerns with the minimal side yard setback requirements and that an unwanted precedent is being set. Staff provided additional comments on the specific density requirements for this property and the underlying land use guidance. The Commissioners agreed that the applicant met all requirements necessary for approval. Commission Derr made a motion to approve the preliminary plat, PUD, and comprehensive plan amendment for the residential development to be known as "The Meadows at Hugo," seconded by Commission Arcand. Ayes: Arcand, Derr, Fry, Kleissler, Mulvihill, Petty. Nay: None. Motion carried. New Business: Drengson May Enterprises, LLC. — Sketch plan for the property located west of Falcon Avenue North and north of 1215t Street North. Staff provided background on the sketch plan submitted by Drengson May Enterprises. The residential development is proposed to be west of Falcon Avenue North and north of 121s' Street North. Currently, the site includes three different properties that are zoned Large Lot Single Family Residential and guided as Very Low Density in the 2040 Land Use Plan. The applicant is proposing to subdivide the properties into 10 lots, all of which are one -acre or larger. Their proposal will also require a variance from the minimum lot width for two of the lots. The applicant is requesting that the Planning Commission provide informal comments on the proposal. Staff provided the Planning Commission background on how access and utilities will be provided to the proposed development. Stormwater management will be an important aspect to the project due to existing drainage issues and staff will continue to work with the applicant as they move forward with the applicant. Staff recommended that the Commission provide feedback on the sketch plan to the applicant on general layout, proposed variance request for lots 8 and 9, and road construction. Staff also recommends that an informational meeting be held with the neighborhood to discuss what a public improvement project would look like and to gage interest from adjacent properties. February 11, 2021 PC Minutes Page 4 The Commissioners discussed the proposal and asked for clarification on the expected variance request. Staff stated that the variance request would be to reduce the minimum lot width along the road frontage as two of the lots will be narrow. These two lots will still be able to accommodate a driveway access. The applicant addressed the Planning Commission and answered additional questions. The Planning Commission continued their discussion and stated they are generally comfortable with the proposed layout due to the site constraints and unique circumstances. There were general concerns with the wetlands and potential impacts. The Commissioners also stated that 1215t Street should be paved and include utilities. Commissioner Mulvihill stated that she appreciated that the proposed lots were all one -acre or larger. Adjournment Commissioner Derr made a motion, Commissioner Lessard seconded, to adjourn at 8:20 pm. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill. Nay: None. Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number Al CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: White Bear Lake School District Request for Site Plan, Conditional Use Permit, and Property Line Adjustment (with Xcel Energy) to allow for an elementary school located west of Forest Boulevard North (Highway 61) across from 152nd Street North. DATE: March 17, 2021, for the Planning Commission Meeting of March 25, 2021. ZONING: Single Family Detached Residential (R-3) 60-DAY REVIEW DEADLINE: April 30, 2021 1. DESCRIPTION OF REQUEST: The applicant is seeking approval of an approximately 100,000 square foot elementary school and gymnasium, associated ball -fields and playground, and walking trails. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, and south are zoned residential and are occupied with a variety of detached single family homes and townhomes and the US Post Office to the south. The properties to the east are zoned industrial and commercial and are occupied with industrial and commercial businesses. White Bear Lake School District Elementary School Page 2 B. Natural Characteristics of Site The property totals approximately 135 acres. Large portions of the site are covered by wetlands to the west and south. No wetlands will be impacted with this project. The buildable portion of the site is to the northeast and is approximately 27 acres. 3. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Consistency with Ordinance Standards Property Line Adjustment Xcel Energy owns property on the north side of the school property and through the western portion of the school property. The White Bear School District and Xcel Energy have applied for a property line adjustment to allow the District to acquire the property and in turn provide Xcel with an easement for utility purposes. The requests meets all of the requirements necessary to approve the property line adjustment. Conditional Use Permit Schools are allowed in the R-3 zoning district as a conditional use. There are criteria that is evaluated for the conditional use permit and the applications meet the necessary criteria to approve a permit. Staff evaluated the project subject to the criteria below: 1. The proposed use is permissible bylaw. The use is permissible by law. 2. The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow a school in the R-3 zoning district as a conditional use. The performance standards requires the school to have its principal entrance is White Bear Lake School District Elementary School Page 3 from a state highway, county road, or city collector street. The school's principal access is from Highway 61. The project meets the spirit and intent of the ordnance. 3. The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The property is guided as Low Density Residential in the 2040 Comprehensive Plan. The types of development anticipated to be located in this area include among single family homes, schools, and trails. Elementary schools are commonly located in residential neighborhoods. The Peloquin Industrial Park is across Highway 61 is which includes larger industrial buildings. The school is compatible with the comprehensive plan and character of the surrounding areas. 4. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The school will have adequate drainage, water supply, electrical, gas, and municipal sewer service. S. The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The access to the school will be from Highway 61. Highway 61 is controlled by MnDOT. The applicant has been working with MnDOT and Washington County on the access location and intersection improvements that will include a traffic signal and corresponding turn lanes. The school has adequate road access. 6. The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. There is floodplain is located on the west portion of the site and are not proposed to be impacted. 7. The proposed use may not create a danger that materials maybe swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The site is not located adjacent to the public waters. 8. The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to the public waters. 9. If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The site is not located in the shoreland overlay district. 10. If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. White Bear Lake School District Elementary School Page 4 The site is not located in the shoreland overlay district. 11. If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. The project is not proposing any wetland impacts. 12. The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. 13. The proposed use is adequately buffered and screened from noncompatible land uses and public rights -of -way There is a buffer of over 350 feet from the residential development to the north. Staff is recommending additional landscaping along the north side of the driveway and parking areas of the project. Site Plan Elementary School The site plan indicates the construction of an elementary school gymnasium at the north side of the building. The proposed building is located on the eastern portion of the property, adjacent to Highway 61. The primary parking lot is located northeast of the building with access to a driveway that goes to Highway 61. A bus loop, along with a small parking area is provided to the south of the building with access to Highway 61. Wetlands occupy the western portion of the property, and athletic fields are proposed over a portion of the upland area to the north. Athletic fields include two softball field sized to accommodate youth baseball. A small parking area is indicated adjacent to the fields. The main parking lot and small parking lot will serve the athletic fields located at that end of the property. Walking trails connect the fields to the school building and additional parking, as well as the residential neighborhood to the north and the Hardwood Creek Trail. Setbacks All setback requirements have been met with this application. Building Materials In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. These guidelines require four sided architecture and high quality building materials. The applicant has proposed a nicely designed building for an elementary school and gymnasium. Significant architectural detail is provided and quality materials consisting primarily of brick, concrete panels, and glass are being used. There is a small amount of architectural metal used on White Bear Lake School District Elementary School Page 5 the building. The building design has vertical and horizontal projections with four-sided architecture. The applicant has submitted a material sample board. Staff approval of a material sample board is required prior to issuance of a building material to ensure materials and colors will be cohesive throughout the building. Trash Enclosures A service area is indicated at the northwest corner of the building. The service area is designed to allow trucks to back into it. Signage Signage has not been developed by the school at this point. Signage will be reviewed and approved by the staff at a later date, but is subject to ordinance requirements. Streets The access to the school will be created by construction of an intersection at 152nd Street and Highway 61. The new intersection will include turn lanes and a traffic signal. The intersection improvement will be required to be complete prior a certificate of occupancy is issued for the school. The applicant is working with the City, MnDOT and Washington County on the design of the intersection and issuance of permits. Parking and driveways The City ordinances require one space per classroom plus one parking space for each 100 students. Special event space, like gymnasiums are calculated separately at one parking space per three seats, based on capacity design per building code requirements. The required amount parking for the site is 237 spaces. The applicant is proposing 199 parking spaces. The applicant is required to show proof of parking on the site to be built in the future if needed as deemed necessary by the City. It is in staff opinion that 199 spaces to be built is sufficient at this time. There is also a lot of space in the driveway loop for temporary parallel parking if needed. The main parking area is at the northeast side of the building with a well -designed driveway/drop-off area surrounding the parking to access the main entrance of the building. There is a secondary parking area south the building that includes the bus drop-off area. The pubic and bus traffic circulation will work well on the site. Sidewalks/Trails A bituminous trail is being provided surrounding the site and it connects to the neighborhood to the north and the Hardwood Creek Trail to the east. Sidewalks interior to the site are being provided by the school, connecting the building and parking lots to the trail system. White Bear Lake School District Elementary School Page 6 The short stub street extended from 157th Way N was originally intended to provide one of two access points to the property; however this will no longer be the case with the proposed school. Since this access point will no longer be used to access the site, the stub street will need to be removed and restored with turf and the proposed trail extend up to 157th Way with some curb improvements. The City may vacate the right of way in this location, while maintaining public drainage and utility easements for the sewer and watermain lines and a trail easement in this location. Landscaping The landscape plan exceeds the ordinance requirements. The landscape plan indicates that the site will be well landscaped. Multiple varieties of trees and shrubs are provided around the building and on the property. Staff recommends that the landscape plan be revised to include additional landscaping around the parking areas and driveways, as required by ordinance. Staff will continue to work with the applicant on a revised landscape plan to be reviewed and approved by staff. Drainage/Grading Aside from some technical items outlined by the City Engineer, drainage for the site complies with the City's stormwater management plan, and coordinates well with surrounding development. New stormwater ponds are proposed for the site west of the school. Utilities Municipal sewer and water are available to the subject property. C. Conclusions Staff has reviewed the site plan, CUP, and property line adjustment for consistency with the applicable standards outlined in the Comprehensive Land Use Regulations and finds that the applications are consistent with the standards. 4. RECOMMENDATION: Staff recommends approval of the site plan, CUP, and property line adjustment for the White Bear Lake School District. ATTACHMENTS: 1. Location Map 2. Engineers Memo Dated March 19, 2021 3. Approving Resolutions 4. Site Plan Documents White Bear Lake School District Elementary School Page 7 5. Building Elevations and Renderings ,.CITY OF WBL New Elementary School Site Location Ma o � 625 11VVV P EST. i&os Feet Hugo, MN 1 in = 625 feet 0 0 Z w m CO 0 LO 00 00 N LO 0 LO 0 CD W D CO W W t- U) m W 00 wsb March 19, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review ISD #624 Elementary School WSB Project No. 016105-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed ISD #624 Elementary School located west of Highway 61 at 152nd Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sheets dated 2/5/21 by Larson Engineering • Architectural Plan Sheets dated 12/18/20 by Wold Architects and Engineers • Stormwater Report dated 2/5/21 by Larson Engineering • Washington County Comments • MNDOT Comments • Traffic Impact Study dated 1/28/21 Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have one access from Forest Boulevard/US Hwy 61 at 152nd Street. 2. City staff has met with MNDOT, Washington County, and the White Bear Lake Elementary School project team to discuss initial access options, identify what needs to be included in the Traffic Impact Study, review of the Traffic Impact Study, and collectively selected the type of intersection improvements needed at this intersection. 3. The intersection improvements consist of a signalized intersection with the addition of northbound and southbound turn lanes along with turn lane additions on 152nd Street. The White Bear Lake School District is currently working to develop an approved layout and will continue to work through final design and right-of-way needs for the project. All costs for the intersection improvements will be the responsibility of the White Bear Lake School District. 4. Access (permanent and temporary) will need to be coordinated and approved by MNDOT and Washington County as the access crosses the Hardwood Creek Regional Trail. 5. All intersection improvements will need to be completed prior to a certificate of occupancy is issued. 6. The short stub street extended from 157th Way N was originally intended to provide one of two access points to the property; however this will no longer be the case with the proposed school. Since this access point will no longer be used to access the site, the stub street will need to be removed and restored with turf and the proposed trail extend up to 157th Way. S:\Users\R_Juba\DEVELOPMENT PROJECTS\White Bear Lake School s\Peloquin Property Site - New School\2021 Site Plan, CUP, PLA\Engineer Comments\016105-000 LTR RJuba - ISD 624 New Elementary School.docx Ms. Rachel Juba March 19, 2021 Page 2 The City may vacate the right of way in this location, while maintaining public drainage and utility easements for the sewer and watermain lines in this location. Water service to the site will be achieved by connecting to an existing 12" stub located in the short stub street extended from 157t" Way N to this property at the northwest corner of the site and looping to an existing 8" stub on Foxhill Avenue, south of 157t" Street. The applicant is proposing an 8" loop around the building with hydrants for fire protection. The portion of the water system that is looped will be required to be located in a public drainage and utility easement. The service into the building will remain private as shown. Sanitary sewer service is proposed to extend to the site from an existing sanitary sewer manhole at the northwest corner of the site. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 10. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite infiltration basins. The basins are sized to meet the City's water quality and rate control requirements. Water reuse is not utilized as part of the design. 11. Intersection improvements at TH 61 and 152"d Street are proposed which will require stormwater management. The applicant may choose to handle stormwater management for the intersection improvements within their site and will be required to submit to the City for review and approval. Staff has reviewed the site and there is ample room to accommodate these stormwater management needs onsite. The applicant is currently working to develop an approved layout for the intersection and will proceed with final design. 12. Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. 13. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. This will also be required if the applicant chooses to handle the stormwater management for the intersection improvements within their property. Drainage and utility easements over the wetland areas will also be required. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) RESOLUTION 2021- APPROVING A PROPERTY LINE ADJUSTMENT FOR WHITE BEAR LAKE SCHOOL DISTRICT AND XCEL ENERGY FOR THE PROPERTY LOCATED NORTH OF 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61) WHEREAS, an application has been filed by White Bear Lake School District and Xcel Energy for the property located north of 152" d Street North and west of Forest Blvd North (Highway 61). WHEREAS, the proposed lot line adjustment would result in a parcels described as follows: (See Attached) WHEREAS, the City Council has fully considered the request for the property line adjustment. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the property line adjustment for White Bear Lake School District and Xcel Energy. ADOPTED by the City Council on April 5, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2021- APPROVING A CONDITIONAL USE PERMIT FOR WHITE BEAR LAKE SCHOOL DISTIRCT TO ALLOW A SCHOOL IN THE SINGLE FAMILY DETACHED RESIDENTIAL (R-3) ZONING DISTICT FOR THE PROPERTY LOCATED NORTH OF 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61) WHEREAS, White Bear Lake School District has requested approval of a conditional use permit to allow a school in the single family detached residential (R-3) zoning district for the property located north of 152" d Street North and west of Forest Blvd North (Highway 61).. WHEREAS, the property is legally described as follows: See Attached WHEREAS, the Planning Commission has considered the request on March 25, 2021, at a duly called a public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit to allow a school for the property located north of 152nd Street North and west of Forest Blvd North (Highway 61), subject to the following findings: I. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow a school in the R-3 zoning district as a conditional use. The performance standards requires the school to have its principal entrance is from a state highway, county road, or city collector street. The school's principal access is from Highway 61. The project meets the spirit and intent of the ordnance. 3. The property is guided as Low Density Residential in the 2040 Comprehensive Plan. The types of development anticipated to be located in this area include among single family homes, schools, and trails. Elementary schools are commonly located in residential neighborhoods. The Peloquin Industrial Park is across Highway 61 is which includes larger industrial buildings. The school is compatible with the comprehensive plan and character of the surrounding areas. 4. The school will have adequate drainage, water supply, electrical, gas, and municipal sewer service. 5. The access to the school will be from Highway 61. Highway 61 is controlled by Mn DOT. The applicant has been working with MnDOT and Washington County on the access location and intersection improvements that will include a traffic signal and corresponding turn lanes. The school has adequate road access. Resolution 2021 Page 2 6. There is floodplain is located on the west portion of the site and are not proposed to be impacted. 7. The site is not located adjacent to the public waters. 8. The site is not located adjacent to the public waters. 9. The site is not located in the shoreland overlay district. 10. The site is not located in the shoreland overlay district. 11. The project is not proposing any wetland impacts. 12. The applicant shall be responsible for all necessary state and local permits. 13. There is a buffer of over 350 feet from the residential development to the north. Staff is recommending additional landscaping along the north side of the driveway and parking areas of the project. ADOPTED by the City Council this 5 h day of April, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2021- APPROVING A SITE PLAN FOR WHITE BEAR LAKE SCHOOL DISTRICT FOR THE CONSTRUCTION OF AN ELEMENTARY SCHOOL LOCATED NORTH OF 152ND STREET NORTH AND WEST OF FOREST BLVD NORTH (HIGHWAY 61) WHEREAS, The White Bear Lake School District has requested approval of a site plan to allow construction of an elementary school on the property legally described as follows: See attached WHEREAS, the Planning Commission has reviewed the site plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by the White Bear Lake School District for a site plan, subject to the following conditions: 1. A site plan is approved to allow the construction of an elementary school and gymnasium in accordance with the plans received on February 2, 2021, March 1, 2021, and March 16, 2021, except as amended by this resolution. 2. Prior to the installation of any signs, the applicant shall obtain a sign permit. 3. The ghost platted subdivision of residential lots on the north parcel are not approved with the project. This is shown on sheet C500 of the civil plans. Prior to the issuance of a building permit: 4. Final development plans shall be submitted for City review and approval. 5. Development Agreement shall executed and recorded. 6. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant dated March 19, 2021, shall be addressed. 7. A stormwater permit shall be reviewed and approved by the City Engineer. 8. The applicant shall obtain all necessary local, state, and federal permits. This includes Washington County Regional Rail Authority and MnDOT. 9. The applicant shall submit a revised landscape plan to be reviewed and approved by staff. The landscaping shall be irrigated to ensure establishment. 10. The applicant shall submit a revised site plan showing proof of parking area. At any time deemed necessary by the City the school district shall construct the parking spaces. Resolution 2021- Page 2 Prior to the issuance of a Certificate of Occupancy: 11. The intersection improvements, including turn lanes and a traffic signal, at 152" d Street North shall be fully constructed and operational as determined by the City Engineer. The applicant is responsible for all right-of-way acquisition for the improvements. 12. The stub street that connects to 157th Way North shall be removed and restored with turf and the proposed trail extend up to 157" Way North with some curb improvements. The plans shall be revised and is subject to review and approval by staff. 13. All landscaping materials shall be installed. 14. All of the improvements shall be constructed per the approved plans. 15. All rooftop mechanical equipment shall be screened from view with a treatment compatible to the building architecture. 16. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities, wetlands, and applicable utilities. 17. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Adopted and passed this 5th day of April, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk T� rL 1 1 2 3 4 5 6 7 ) 8 / II � LL 0I GARA NEW ELEMENTARY SAN SYMBOL LEGEND KEY NOTES DEMOLITION NOTES X , SCHOOL I TOP=932.1 INV= 913.5 • 6 i 6 I REMOVE AND DISPOSE OF O REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION. 1. Verify all existing utility locations. ° BITUMINOUS PAVEMENT SECTION 2. It is the responsibility of the Contractor to perform or coordinate all 15198 Forest Boulevard 7 3 O REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION. p Y p necessary utility demolitions and relocations from existing utility locations _ — — — — — — — Hugo, Minnesota 55038 L . REMOVE AND DISPOSE OF CLEAR AND GRUB ALL TREES, BRUSH, STUMPS, ETC. VERIFY to all onsite amenities and buildings. These connections include, but are '.r ,.- . •- ' O TREE LOCATION SIZE AND TYPE BEFORE REMOVAL. not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site .ti . �• CONCRETE PAVEMENT SECTION lighting, etc. 4 •• REMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC, ' A OE OE OE OE OE APPROXIMATE SOIL BORING LOCATION O POSTS, GATES, MOWSTRIPS, AND FOOTINGS. 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to 30 10 10 30 — 30 locate utilities throughout the area under construction. The Contractor 110 30 0 —30 10 INDEPENDENT SCHOOL REMOVE AND DISPOSE OF BUILDING AND ANY RELATED shall retain the services of a private utility locator to locate the private - �0 — �0 �O4 30 8 O INFRASTRUCTURE ITEMS INCLUDING ALL UTILITY SERVICES. utilities. SEE SHEET C500 DISTRICT #624 8 k O 0 TREE REMOVAL NIIIIIIIIIIIIIIII OREMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER. 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. 4855 Bloom Ave GAS GAS GAS GAS GAS GAS GAS .GAS GA' O REMOVE AND DISPOSE OF SANITARY SEWER PIPE. 5. All construction shall be performed in accordance with state and local White Bear Lake, Minnesota 55110 ,S GA GAS GAS GAS k —GAS GAS GA. standard specifications for construction. r, 10 10 110 30 30 30 130 10 14110 30 CLEAR AND GRUB LIMITS O PROTECT EXISTING POWER POLE, UTILITIES, TREES, ETC. 8 8 OE OE OE OE OE OE OE OE OE OE — OE OE OE OE OE — OE OE OE OE OE OE 0 OE -, OE — OE OE OE OE OE OE OE OE OE OE OE OE- OE OE OE OE OE OE OE OE OE 8 8 8 8iD 8 ' I 1 t 3 x 4 k k I X B k WOLD ARCHITECTS 0 AND ENGINEERS >C 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 >C >C woldae.com 1 651 227 7773 k I k x x KRAUS-ANDERSON® I 501 South Eighth Street >C k Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson x x Engineering, Inc. 3524 Labore Road / White Bear Lake, MN 55110 X k 4 651.481.9120 (f) 651.481.9201 www.larsonengr.com k © 2020 Larson Engineering, Inc. All rights reserved. X k X k x k 1 x k 1 D �c o x / 4 0 B-1 !' x X B-4 0 / k x 3 / NORTH 0 1 k _ o � 0 -0-AB-1 0 15 30 60 O \ o I hereby certify that this plan, specifications or report ° O was prepared by me or under my direct supervision k / and that I am a duly licensed Professional Engineer under rtthelaws of the state of Minnesota. �C Matt Woodruff, P.E. \ ° 0 Date: 11.20.2020 Lic. No.: 41885 G� k � E � O x O \ ° (7) \ ° O k O IO 3 X O Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 I ° Comm: 12196195 Date: 11.20.2020 o x I 0 ' Drawn: KBK k G) Check: MJW North O / I � O x DEMOLITION PLAN - NORTH ° MATCHLINE - C100 >C MATCHLINE - C101 F O �C l I < 1 Scale: Per Plan O x I OC1 00 x � ' 1 1 1 1 1 1 1 r j 2 3 4 5 6 7 / k MATCHLINE - C100 k MATCHLINE - C101 / / x k / / x k x / 3 k x k � 4 / / k x k I I k .5 / k 3 k / k O o / k 1 0 1 k 3 I � O k O / k O O 3 k 0 o / k O ' \b L \ l k 1 7L 4 ' AB-2 3 3 / k i N \ 3 0 3 0 3 0 0 0 0 O 0 3 00 0 \ O o O O o ° o o / ° ' 0 0 0 o k O O 0 0 O O 0 ° o D O O � O 0 Op o k 0 3 ° 0 0 0 0 0 � SYMBOL LEGEND 3 REMOVE AND DISPOSE OF _ ,�, o ° BITUMINOUS PAVEMENT SECTION /+EDGE OF k♦ 0 1 \ OWNER TO COMPLETE ALL REMOVALS WITHIN MOM - ► LANDSCAPING 0 f® THESE LIMITS PRIOR TO CONSTRUCTION. WON 4 x REMOVE AND DISPOSE OF5 CONCRETE PAVEMENT SECTION \ ac 1 ° o Now APPROXIMATE SOIL BORING LOCATION \ � x I 4 co 3 ° � I HOUSE / O o TREE REMOVAL \ •t, I 5 \ ' ••: Sd9 S :: ..• 2 SbO Sb ' o CLEAR AND GRUB LIMITS \ •'.' '': 'y 5 O OUS i. : L• •.v •. 2 U KEY NOTES \ •'` �• �' SH :'::':':'::':':'::' E \ REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION. :..::. 2 \ REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION. - • _ .::.:.:.::.:.:.: \CLEAR AND GRUB ALL TREES, BRUSH, STUMPS, ETC. VERIFY 5 �O TREE LOCATION, SIZE, AND TYPE BEFORE REMOVAL. . z................................... OREMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC, \ t� ............................... .........I.I.II :::::::: POSTS, GATES, MOWSTRIPS, AND FOOTINGS."•i t +' • ..... ""' "' ""' •••y• •y••. f •.• ♦. �' . �! ........•.•.•.•.•. -30 REMOVE AND DISPOSE OF BUILDING AND ANY RELATED-30 I �a • _ • ~ .4 y:•.•�. INFRASTRUCTURE ITEMS INCLUDING ALL UTILITY SERVICES t ' �; !' . •:.:l. , 1 •• y ",.; 'FOl�N+5A,V.� �:. m OE 3 S RS P \ REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER. ��.:: 7 REMOVE AND DISPOSE OF SANITARY SEWER PIPE. %• •: • t x a 4: SHED " .jte�. .'.' �;.� SHED 1 \ PROTECT EXISTING POWER POLE, UTILITIES, TREES, ETC. • ' �•'•;; ':: ,. / / 2 X •fit. .!••i� •',�• •..�'i' •, �. i '•,••'•'•••, f•�..••�•• Q ' " •• : ••� •' �r• • :•.4 1. Lu 2 DEMOLITION NOTES �. �'' : 4•�> ••'•. ••• 4 '. �• •a�Y .. 1. See Sheet C100 for Demolition Notes. ` �::� '! :� '��� ;. •, ti'•" �• :, ! t ��• •t• •�• ; <•• �••� • 5 I 1 F ., •.• 1'� 1 SHED k 1 5 X ' l l 1 G7 1 8 � NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. NORTH 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws o�fjthe state of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North DEMOLITION PLAN - SOUTH Scale: Per Plan C101 1 1 2 3 4 5 6 �.� 10 - STALL COUNT SYMBOL LEGEND KEY NOTES x o000 I �X N 7 GARAGE NEW ELEMENTARY SCHOOL T� rL 3 14D I REQUIRED ADA STALLS 6 BITUMINOUS PAVEMENT SEED TAIL 10/C600 L —� — — — i SEE DETAIL 2/C600 PROVIDED ADA STALLS 6 O NEW LIGHT -DUTY CONCRETE PAVEMENT, DETAIL 4/C600 O RESERVED FOR TRAVELING STAFF . � NEW HEAVY-DUTY NEW STOOP/APRON O REINFORCED COLORED CONCRETE, DETAIL 14/C600 O PEDESTRIAN CROSSING ' v v - OE BITUMINOUS PAVEMENT SEE STRUCTURAL/ARCHITECTURAL I 3030 10 30 — 30 _ A OE v o O 0 OE OE OE O SEE DETAIL 3/C600 O NEW HEAVY-DUTY CONCRETE PAVEMENT, DETAIL 5/C600 YIELD TO BUSES 30 O — 30 — 110 v ^ 30 °v° 110 110 30 30 30 NEW LIGHT -DUTY NEW BRICK PAVERS O NEW B612 CONCRETE CURB, DETAIL 6/C600 O DROP OFF &PICK UP ONLY � I CONCRETE PAVEMENT* SEE DETAIL 15/C600 SEE SHEET C500 v SEE DETAIL 4/C600 O7 NEW SURMOUNTABLE CURB, DETAIL 7/C600 O DO NOT ENTER 7 v O GAS GAS GAS GAS GAS ,S B G 0 OE \l L 26 0000 0 26 SAN LOADING DOCK 10 01 NEW BITUMINOUS TRAIL PAVEMENT, DETAIL 1/C600 O STOP SIGN 0 o TOP=932.1 vvvvvvv NEW BITUMINOUS o 0-0-0— MATCH EXISTING 0 0 26 NORTH LOT 121 vvvvvvvv o000 0 0 � INV= 913.5 vvvvvvv TRAIL PAVEMENT o0000000 PAVEMENT SECTION ITOTAL LOW BUS LOT 699 vvvvvvvv SEE DETAIL 1/C600 0 0 0 o O2 NEW LIGHT -DUTY BITUMINOUS PAVEMENT, DETAIL 2/C600 O BUSES ONLY DURING SCHOOL HOURS 4 v v v NEW LIGHT DUTY NEW A LIME O NEW HEAVY-DUTY BITUMINOUS PAVEMENT DETAIL 3/C600 OF VISITOR PARKING v - a NEW HEAVY-DUTY NEW CHAIN LINK FENCE O CHILLER ENCLOSURE, SEE ARCHITECTURAL _ DELIVERIES ONLY GAS GA GAS GA' v v ^ GAS GAS GAS GAS GAS GAS GA CONCRETE PAVEMENT* X SEE PLAN FOR HEIGHT ��( GAS v O NEW PLAYGROUND CONCRETE CURB, DETAIL 8/C600 O LANE USAGE SIGN 10� 10 10 30 30 -- 30 v v �0 10 �0 30 �0 SEE DETAIL 5/C600 10 TRANSITION CURB 19 NEW AD VEHICULAR TRAFFIC G ATE , DETAIL 4/C602 \ v v NEW REINFORECED I, t � � � � PAVEMENT MARKINGS** O � o COLORED CONCRETE* oPAR„ 11 - OE OE OE 0/ OE , v v OE OE OE OE SEE DETAIL 14/C600 O NEW AG -LIME, DETAIL 10/C600 20 NEW CHAIN -LINK BACKSTOP, DETAIL 5/C602 OE OE o-❑ NEW LIGHT POLE, SEE ELECTRICAL ° 12 NEW SOFTBALL DIAMOND, DETAIL 11/C600 21 NEW TRASH ENCLOSURE GATE, DETAIL 6/C602 OE OE OE OE OE OE - - v 0 ° o OE OE OE OE * JOINT PATTERN FOR REFERENCE ONLY. REFER TO SPECIFICATIONS FOR JOINT SPACING REQUIREMENTS. v v **ALL STRIPING TO BE YELLOW EXCEPT FOR THE OVERFLOW VEHICLE PARKING IN SOUTH BUS LOT TO BE WHITE. 13 NEW BASKETBALL GOAL, DETAIL 9/C600 22 NEW 8' HEIGHT PRIVACY FENCE, DETAIL 7/C602 ' vv v vv 14 NEW ACCESSIBLE CURB RAMP 23 4" YELLOW SAFETY LINE, TOFF BACK OF CURB (±224 LF) vvv v v v v O TYPE 1, DETAIL 13A/C600 24 NEW MONUMENT SIGN, SEE ARCHITECTURAL SHEET A6.102 — — — — — — — • — • - -— vvvvv — — — — vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv O TYPE 2, DETAIL 13B/C600 25 NEW LOADING DOCK, SEE ARCHITECTURAL/STRUCTURAL vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvv v v v v _C TYPE 3, DETAIL 13C/C600 26 MATCH EXISTING PAVEMENT/CURB SECTION vvv O TYPE 4, DETAIL 13D/C600 27 NEW FLAG POLE, SEE ARCHITECTURAL �\ v v O NEW 4' HEIGHT BLACK VINYL CHAIN LINK FENCE, 28 NEW BIKE RACK, SEE LANDSCAPE v v 15 DETAIL 1/C602 \ v v 29 NEW LIGHT POLE, SEE ELECTRICAL /\ v v 1 16 NEW 8' HEIGHT CHAIN LINK FENCE, DETAIL 2/C602 o � �\ o ° 30 NEW CONCRETE MAINTENANCE STRIP, DETAIL 8/C602 ' NEW SINGLE SWING GATE, DETAIL 3/C602 \ o° 31 NEW AMPHITHEATER WALL, SEE ARCHITECTURAL SHEET A6.102 v v 18 NEW PARKING SIGN AND POST, DETAIL 12/C600 v v v 32 NEW AMPHITHEATER SEATING, SEE LANDSCAPE �\ ° v v O ADA PARKING v v 33 NEW BRICK PAVERS, SEE DETAIL 15/C600 v v O NO PARKING ACCESS AISLE \ v v 34 SEE ELECTRICAL v O ADA LOADING ZONE v v 35 NEW BENCHES, SEE LANDSCAPE _ vv 0 0 36 NEW RIBBON CURB, DETAIL 16/C600 vv 1 vv v v 11 12 v v oo . vv 29 v vvvv vv vvvvvvvvvvvvvvvv 18L 1t vv\ vvvvvvvv vvvvvvvvv vv 16 '7�'7�� vvvvvvvv vv v vvvvV V V V vv vvv vvvvvv vv vvvv vvvv vvv \ 5p vvv 6 vv �Q. vvvv N 6 vv ( vvvv vv c vvvv vv vvv vv \ \ vvv 16 vv vvv vv vvv vv vvv vv v v vvv 18H 18H 18L vv 16 vvv 1 vv avv v 18J vv vvv vv 20 vvv 11 12 vv vvvv 14B vv vvv o \v vvvv v vvv 6 vv vvv 4 20 vv vvv vvv vvv 9 � vv vvv vv vvv vvv �v vv vvv / v v vv 4 f— 10 O 10 1 / / 18J k / 10 / / 29 k 15 29 / 16 v v k vv 6 vvvvv vvvvv / vvvv vvvv / vvv O 18, / vvv 15, vvv 10 15 / vvv / vv vv 7 vvv v v v v / vvv 29 / vvv k vvv vvvv/\ 6 v' / k vvvv v ' �--�� vvv v v \ vvvv 7 / v v 15 � � I o° o° << � 14 D � INFILTRATION BASIN I vvv 1 x _I� ' / 29 a4 / 4 vvvv / k I v v 7-4S'- 14B ' � . � / v v 34 18C 10 � 4 � vvv FF. � E A930.70 co 4 RC / 5 �H. 95=3.6„/ 17 / x / vvvG / ,v � 12' O / / v m... v 12' 25 16 v °�..a 22 25 / 18 1 v v ,... 12' / k 24 O I / vvvv 15 o I vvvv 8 o / � O I / o o I v / v 36 4 25 28 / 29 I v IV v / Q 18G I / v v 4 / I / v v v v ,,, 32 / \ O I / vvvv 4 6 14B 18F I / 31 ov x I v O I / o� 0 118H 18C E / v v � 18F (3� 14A \ 0 I v v v v_v v 9' 4A 29 I 14A 4 '� 33 0 I / vvvv 36 4A I v v C I / ° ` 4 35 4 1 27 � �I \ 15 vvvv 6 18A _ I O I / vvvv �\ 18 I vD v O / v v v v NEW ELEMENTARY 29 35 4A 0 II / v v FFE: 935.40 (ARCH: 100'-00") v vv I I V_v v v v O I / vv vvv 4 I /V I vvv v p I / vvvv 4 N �29 1 Co -7vv vvvvv vvvvvvvv vvvvvvvv vvvvvvvv vv vvvvvv 1vvvvv ' vvvvvvvv 1 � 7 vvvvvvvv / vvvvvvvv ' vvvvv vv..VVVvv 7 vvvvvvvv vvvvvvvvv ' vvvvvvvv 4 - vvvvvvvv J7 ' vvvvvvvvv 4 vvvvvvvvv vvvvvv _ / vvvvvv 10 10 _ 6 29 O 6 / � � I 29 _ 6 1 ` O 4 24' 18 1 '24' 6 I I G" � 6 ' 0 / 7 N O 18D 18K 10 18D 18K ' 4 ' . 18A 18D 18K ' G) � I � 24 I O / vvvv v I e-' \' 6 I I vvv ^ / vvv I v v v 18D 18K 0 S, I v v MATCHLINE - C200 vv v I v v MATCHLINE - C201 _ I vv ' F I / vvvvv O I � � vvv v° vvv 1 (rj 0 I / -, vvvvvv v LL vvv I y vvv 12' vvvv 6' I / vvvv / 9 vvv o vv o I � LL Y v v � I vvvvvvv v 4 / vvvv 4A 0 vvvv 29 �--�/ vvvv \/ ' / ' A v v v - 1 1 ' 4 ' V , ' r 0 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. NORTH 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws o�fftthe �jstate of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North PAVING PLAN - NORTH Scale: Per Plan 1� j r1 B 0 E F 1 0 0 �I O I 0 I I / c � II I � I � I 0 I LL �o / LL— � LL 'Orx 2 a 3 1 4 a 5 a 6 a 7 SYMBOL LEGEND vvvvvvv NEW BITUMINOUS 0 0 0 0 MATCH EXISTING vvvvvvvv O O O O vvvvvvv TRAIL PAVEMENT o 0 0 0 0 0 0 0 PAVEMENT SECTION vvvvvvvv SEE DETAIL1/C600 0 o O o NEW LIGHT -DUTY NEW AG -LIME BITUMINOUS PAVEMENT "'':':= >''" SEE DETAIL 10/C600 SEE DETAIL 2/C600 NEW HEAVY-DUTY NEW STOOP/APRON BITUMINOUS PAVEMENT SEE STRUCTURAL/ARCHITECTURE SEE DETAIL 3/C600 NEW LIGHT -DUTY NEW BRICK PAVERS CONCRETE PAVEMENT* SEE DETAIL 15/C600 SEE DETAIL 4/C600 a s a s NEW HEAVY-DUTY X NEW CHAIN LINK FENCE CONCRETE PAVEMENT* SEE PLAN FOR HEIGHT SEE DETAIL 5/C600 NEW REINFORECED I, t ® ** PAVEMENT MARKINGS COLORED CONCRETE* SEE DETAIL 14/C600 o-❑ NEW LIGHT POLE, SEE ELECTRIC,4 * JOINT PATTERN FOR REFERENCE ONLY. REFER TO SPECIFICATIONS FOR JOINT SPACING REQUIREMENTS **ALL STRIPING TO BE YELLOW EXCEPT FOR THE OVERFLOW VEHICLE PARKING IN SOUTH BUS LOT TO BE V1 KEY NOTES ONEW BITUMINOUS TRAIL PAVEMENT, DETAIL 1/C600 O STOP SIGN O2 NEW LIGHT -DUTY BITUMINOUS PAVEMENT, DETAIL 2/C600 O BUSES ONLY DURING SCHOOL HOURS ONEW HEAVY-DUTY BITUMINOUS PAVEMENT, DETAIL 3/C600 O VISITOR PARKING O4 NEW LIGHT -DUTY CONCRETE PAVEMENT, DETAIL 4/C600 O RESERVED FOR TRAVELING STAFF OREINFORCED COLORED CONCRETE, DETAIL 14/C600 O PEDESTRIAN CROSSING ONEW HEAVY-DUTY CONCRETE PAVEMENT, DETAIL 5/C600 O YIELD TO BUSES ONEW B612 CONCRETE CURB, DETAIL 6/C600 O DROP OFF & PICK UP ONLY O7 NEW SURMOUNTABLE CURB, DETAIL 7/C600 O DO NOT ENTER O8 CHILLER ENCLOSURE, SEE ARCHITECTURAL O DELIVERIES ONLY ONEW PLAYGROUND CONCRETE CURB, DETAIL 8/C600 O LANE USAGE SIGN 10 TRANSITION CURB 19 NEW VEHICULAR TRAFFIC GATE, DETAIL 4/C602 11 NEW AG -LIME, DETAIL 10/C600 20 NEW CHAIN -LINK BACKSTOP, DETAIL 5/C602 12 NEW SOFTBALL DIAMOND, DETAIL 11/C600 21 NEW TRASH ENCLOSURE GATE, DETAIL 6/C602 13 NEW BASKETBALL GOAL, DETAIL 9/C600 22 NEW & HEIGHT PRIVACY FENCE, DETAIL 7/C602 14 NEW ACCESSIBLE CURB RAMP 23 4" YELLOW SAFETY LINE, 3' OFF BACK OF CURB (±224 LF) OTYPE 1, DETAIL 13A/C600 24 NEW MONUMENT SIGN, SEE ARCHITECTURAL SHEET A6.102 OTYPE 2, DETAIL 13B/C600 25 NEW LOADING DOCK, SEE ARCHITECTURAL/STRUCTURAL OTYPE 3, DETAIL 13C/C600 26 MATCH EXISTING PAVEMENT/CURB SECTION OTYPE 4, DETAIL 13D/C600 27 NEW FLAG POLE, SEE ARCHITECTURAL 1015 NEW 4' HEIGHT BLACK VINYL CHAIN LINK FENCE, 5 28 NEW BIKE RACK, SEE LANDSCAPE DETAIL 1/C602 16 NEW 8' HEIGHT CHAIN LINK FENCE, DETAIL 2/C602 29 NEW LIGHT POLE, SEE ELECTRICAL 30 NEW CONCRETE MAINTENANCE STRIP, DETAIL 8/C602 17 NEW SINGLE SWING GATE, DETAIL 3/C602 31 NEW AMPHITHEATER WALL, SEE ARCHITECTURAL SHEET A6.102 18 NEW PARKING SIGN AND POST, DETAIL 12/C600 32 NEW AMPHITHEATER SEATING, SEE LANDSCAPE OADA PARKING ONO PARKING ACCESS AISLE 33 NEW BRICK PAVERS, SEE DETAIL 15/C600 34 SEE ELECTRICAL OADA LOADING ZONE 35 NEW BENCHES, SEE LANDSCAPE 36 NEW RIBBON CURB, DETAIL 16/C600 0 Cis 0 01 36" RCP ST S 0 i i i i i i 1 i i 1 i NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2020 Larson Engineering, Inc. All rights reserved. NORTH 71=���� 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under rr the laws of the state of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North PAVING PLAN - SOUTH Scale: Per Plan C201 j OE OE ° 30 30 - - - I GAS 0 30 4 30 C603 MN / OE 017 1 1 2 1 Iiz I i 932.08* TC SAN I 931.78* GILTOP=932.1 1 931.84* TC/G L I N V= 913.5 931.97 C 1 I 1 931.90 TC/GL 1 ( 32 931.78 C j 932.03 C nI' • 0II OE OE OE -�- - O 30 30\ 30 30 - - 130 GAS - GAS GAS GAS GAS 0 30\ e 30 \ 30 OE \I OE OE - OF / OF 0 �NO GRADING OR EXCAVATING 929.40 B TO OCCUR WITHIN 15' OF POWER POLES (TYP.) I I \ I 4 \ C603 D 1 \ I I \ \ 1 I 1 1 \ 1 I C603 \ \ I o 0 0 \\ \\ II I o0 000 °°° 00 0 0 0 0 \ \ I I 00000000000 ° 0 0 0 \ I I 1 00000000 0 00� 0 00� 00 o i \ \ \ ° \ \ \ \\ \\ II I I 01 \ 4 \\ \ \ \\ \ \\ \\\\ C603 ' \ \ \ \ \ \ E \ � \ \ \ \ \ I 011 \ \ \ \ \ \ 1 I \ \ I I I \ \o I \\ I I 1 \ \ o\ I I I I I 1 I I I \ I I I I of l 1 o \\ \ \ 1 I I 0 II \ \ \ I 1 I ,o F \I tI III III I I / I \I 1 I 111 \ � I 1 3 GRADING 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. All construction shall be performed in accordance with state and local standard specifications for construction. 5. See Landscape Plans for restoration. EROSION CONTROL NOTES 1. See Sheet C603 for Erosion Control Notes. 4 SYMBOL LEGEND - - - 950 - - - EXISTING CONTOURS 950 PROPOSED CONTOURS - MAJOR INTERVAL 949 PROPOSED CONTOURS - MINOR INTERVAL - - - - -- - - - - GRADE BREAK LINE GRADE SLOPE SILT FENCE SEDIMENT ROLL 000000QQo RIP -RAP / ROCK CONST. ENTRANCE 0 0 0 0 EROSION CONTROL BLANKET INLET PROTECTION 61 r m m m i CONCRETE WASHOUT STATION L . . . J (LOCATE DURING CONSTRUCTION) 950.00 TC SPOT ABBREVIATIONS: 949.50 GIL TC - TOP OF CURB GIL - GUTTER LINE B - BITUMINOUS C - CONCRETE EOF - EMERGENCY OVERFLOW G-GROUND BS - BOTTOM STAIR TS - TOP STAIR TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED 6 NEW ELEMENTARY iGARAGEX L_�2 '\ SCHOOL \ 15198 Forest Boulevard Hugo, Minnesota 55038 ' ' I \ \! 30 30 30 30 30 - 3 30 ° -30 30 \ INDEPENDENT SCHOOL SEE SHEET C500 ' / DISTRICT #624 / 4855 Bloom Ave GAS GA GAS GAS GAS GAS GAS -GAS -1 GA' ( White Bear Lake, Minnesota 55110 30 30 30 30 30 pL- - - - - _DL OE OE OE 0 \ OE OE OE OE OE OE OE I _ \ \ WOLD ARCHITECTS �933 - I / / AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 / woldae.com 1 651 227 7773 KRAUS-ANDERSON® C603 / � / 501 South Eighth Street Minneapolis, MN 55404 I / / 935 I I I I / krausanderson.com 1 612 332 7281 _ 935.4.6 B 935.32 TC I I/ I Larson 934.61 TC 934.31 GL / 935.02 GIL I // Engineering, Inc. TC 934.91 TC I I/ � � ' `933.95 GIL // 934.61 GIL / I 9344 I 3524 Labore Road U \ 935.98 TC 935 / White Bear Lake, MN 55110 933.61 TC `� - / 933.31 GIL - \ / 935 50 TC 935.68 GIL 936.30 I 935.85* B/C 651.481.9120 (f) 651.481.9201 933.24 GIL 933.73 TC 933.43 GIL 933.28 GIL L / //// 1.15 C 933.97 TC'< -_ - 933.47 GL 9rl 4 - -33.85 TC B-i ' 933.35 GIL 933.47 TC/GL x 933.09 TC 932.59 RIM 934.20 TC' 933.70 GL � „� 934.00 TC 933.50 GIL 932.87 TC 932.37 RIM 933.63 GIL 934.29 TC 935.20 GIL \ ' ' www.larsonengr.com 933.99 GIL / 935.89* B/C 935.79 TC I 935.49 GIL \ I 935-1y 935.94 TC / 4 1934 / ©2020 Larson Engineering, Inc. All rights reserved. 934.85 GIL 935.44 GIL / C603 / I 935.6 TC \ \ / �/ 935.36 TC I I ' 935.06 GL 935.06 GIL 935.50 TC 935.49 TC �9 934.99 G GIL��, 935.00 GIL 934.62 TC 934.12 GIL / 1 0) n I I \\ l I I I 935.60 TC I II I I I 935.10 GL / I I / 935.70 I 934.33 TC 933.85 TC I 933.83 GIL 933.35 RIM 6 / C603 TYP. / 934.62 TC 0)�� 934.12 GIL / / I 935.70 9gD934.TC 935.10 TC 933.711 GIL 934.60 GGIL � 934.94 TC 935.29 TC a-z� 934.79 GIL I I - \\ 934.41 TC 934.11 GIL NEW ELEMENTARY 934.48 C j 6 935.00 C FIFE: 935.40 (ARCH: 100'-00") \ �/ TYP. C603 � 934.36 TC 933.98 TC / 933.86 GIL \ 933.48 GIL / 934.17 C 1 � --------MEMO------------------- MATCHLINE - C300 `4 amm- MATCHLINE - C301 7\7- / 935.31 C 933.30 RIM 935.40 FIFE 935.40 FIFE/ I sue\ 935.19 C 934.80 C � 935.24 C / - \ \\ / I \ 935.40 FIFE 934 935.33 C 934.60 934.45 C 934.70 C` \\ 935.26 C 935.10 C i _ - 934 60 � 935.40 FIFE/ / \- /93 0 _ 4.5 - 934.35 C \ \ \\ 935.33 C _ i TC 934.99 TC // l 4 I GL 934.49 GIL / C603 y� 35.54 TC 935.70 I m/ c k 35.04 GIL rn 934.97 B 935.57 TC 935.07 GIL \ 935.87 TC 935.37 GIL 936.13 TC 935.63 GIL3 TC 3 GIL �� I �� / 1 I I I ' /C) 1 1 ��' / I /I / I III I • I� l / 937.00 93 936.50 _ _ _ _ _ ■� % I }� I■■I. _ I I I _ . 935.32 TC 934.82 GIL .47c/�� � I � � � I �1 / I I I I 'I? 1 NORTH 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Description Revisions Date Num Addendum #2 December 10, 2020 1 Pond Revisions IJanuary 15, 2021 2 City Submittal IFebruary 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North GRADING AND EROSION CONTROL PLAN - NORTH Scale: Per Plan 300 1 \\ \ 1\ I I V° I� I \ \ q I \ \ I I I \I 1 IIII � i 1 \ I I 1 1 I 1 1 11, q� 11 \I 1 1 1 1 \ I I I A 1 1 1 1 1 1 1 1 1 1 \\ \111 I \ 0 W 5 \ ` tb \ \ \ C603 MN \ \ \ \ \LL \ \ \ \ \ \ a 932.88 CLb I 1 \ oo \ 931.54 G 9 qq � \v Is C603 1 odoo�° I \ \ \ \ o HOLD PLAYGROUND \ SUBGRADE DOWN 16" g32.60 C \\\\ 931.26 G 932.88 C 4 \ \ \ a \ 19 931.54 G \ 11 1 1 C603 o \ \\ 1 I I I \ \ \ \\ \\ \\ \\ 932. 11 I I I I \ \ \ \ \ \ \ 931... I I I I I I I I I I I I° I l 0 1 NB-5 B I\ I 11 1 1 1 � \\ \\ I 11 1 1 \ -� \ I I I \ \ \\ \ \ N\ o \\ \\ 931.10 C \I 1 \ \ \ O \ Nrn cp \ \ \ \ 0 929.76 G \ l \ \ \ \ \ \ 0\ \ \ \ \o \ \ 1 \ \ \ O 1 \ \ \ °\\ \ \ \ \ \ \ \ \ \ DT O\ \ JJ \ \ 931.51 TC 931.21 GL \ \ \ \ °\ \ \ \ \ \ o\ \ \ o \ C603 \ C \ \ \ \ \ \ ° \ \\ \\ \ \ \\ \\\\ \ \ o _ \ 4 \ \ \ \ C603 \ \ \ \ \\ \ \ \ \ \ AB-2 \ \ \ 5 \\ \\ \ \ \\ C60 D \\ \ \ \ \ SYMBOL LEGEND 3 E F — — — — — 950 — — - EXISTING CONTOURS 950 PROPOSED CONTOURS - MAJOR INTERVAL \\ \\ \\ \\ 949 PROPOSED CONTOURS - MINOR INTERVAL \ — — — — — — — — — — — GRADE BREAK LINE GRADE SLOPE B-6 \ \\ \\ \\ 13 SILT FENCE SEDIMENT ROLL \ \ \ \ \\ \ \ \ 000000o RIP -RAP /ROCK CONST. ENTRANCE \ \ EROSION CONTROL BLANKET INLET PROTECTION r CONCRETE WASHOUT STATION L . . . j (LOCATE DURING CONSTRUCTION) 950.00 TC SPOT ABBREVIATIONS: 949.50 GL TC - TOP OF CURB GL - GUTTER LINE B - BITUMINOUS C- CONCRETE EOF - EMERGENCY OVERFLOW G-GROUND BS - BOTTOM STAIR TS - TOP STAIR TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED GRADING NOTES 1. See Sheet C300 for Grading Notes. EROSION CONTROL NOTES 1. See Sheet C603 for Erosion Control Notes. 4 5 6 7 f\ A I l l / I I l l IIIII I cI l// 11 / Ill III II l I l ll/ III \ Illll I I 1 1 / llIlIl l l I \ _ >� IIIII I I / / llll/I I I \ \ C603 IIIII I I 1/ l IIIII l l 13 ,— \ \ \ Id I I I III I I I.I., l I i �cl I I I I I I I 9 \ 1 \\ C603 \ \ 0. \ \ C603 \ \ I I \ \ `1 8 I I I111/ ll l I I loll I I I I I'll I l •� I 1 � � � � 1 I I •/ I � � I I 1/I/ I = I III Ill I I IIII IIII I co I IIII '' •' ' � l l ll lll�' z I I'll ' I•I I � I I'1 `f'/ m 1 c1 l'P LU I O LL ll 'I'll I I l I• I \ II \\ II \ I l� 152ND �; T N. 1 1 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com ©2020 Larson Engineering, Inc. All rights reserved. NORTH 71=���� 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the ]state of Minnesota. VllM - • V v Matt Woodruff, P.E. Im Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North GRADING AND EROSION CONTROL PLAN - SOUTH Scale: Per Plan C301 A ,S MN ,E \l L B h 0 OE 30 GAS 30 1 2 Cn �I ! UTILITY NOTES X I I- SAN TOP= 932.1 I 1. It is the responsibility of the contractor to perform or coordinate all necessary INV= 913.5 i utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections I I include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. CORE DRILL INTO EXISTING MH I ^ WITH WATERTIGHT CONNECTION. 2. All service connections shall be performed in accordance with state and local - CONSTRUCT BULKHEAD AT EXIST - I' standard specifications for construction. Utility connections (sanitary sewer, OPENING. watermain, and storm sewer) may require a permit from the City. INV: 913.50 (8" N) OF INV: 914.25 (6" S) OE 3. The contractor shall verify the elevations at proposed connections to existing ° utilities prior to any demolition or excavation. 0 4. The contractor shall notify all appropriate engineering departments and utility CONNECT TO EXISTING g companies 72 hours prior to construction. All necessary precautions shall be WM W/ 8" GATE VALVE C601 made to avoid damage to existing utilities. U 5. Storm sewer requires testing in accordance with Minnesota plumbing code GA'� GAS GAS -GAS GAS GAS - It 4714.1109 where located within 10 feet of waterlines or the building. a 30 p C= � 30 NO GRADING OR EXCAVATING 6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet 00- TO OCCUR WITHIN 15' OF ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. u_ POWER POLES (TYP) OE _ J OE - OE OE 7. All RCP pipe shown on the plans shall be MN/DOT class 3. LO 0 OE - OE OE SAN-1 RIM:929.70 g INV: 915.93 (SE) C601 INV: 915.83 (N) I 22.50 BEND 450 BEND I ` _X� $ 6 S \p 0 c CH40AV / / i 1 FES I INFILTRATION BASIN C601 INV: 923.92 i 1 � I � I � I � I � I � I � I � I � I � I � 1 I � I I � I 1 � o II I � I I � I I � I � O 1 I � a I 0 W � \' 450 BEND \ 10 LF 12" HDPE @ 1.00% ° _ 40) @ 0.50°<<- 110 LF 241" H o I � 0 I / 45° BEND 0 FESIC601 INV: 922.50 I ' o=6LF12" HD PE�a�E_% - O OUTLET STRUCTURE-5 3 4 RIM:929.00 0 C601 C601 TOP OF WEIR: 926.50 / 6" ORIFICE: 924.30 LL 5 INV (E,W): 924.30 I ' 1 0 4 5 LEGEND u 8. Maintain a minimum of 7'/2' of cover over all water lines and sanitary sewer > > SANITARY SEWER PIPE lines. Where 7'/2' of cover is not provided, install 2" rigid polystyrene » STORM SEWER PIPE insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a -1-1-1- WATERMAIN PIPE compressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is DT DRAINTILE PIPE less than 5', use 4" of insulation. 4" INSULATION, SEE UTILITY NOTE #8 9. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or above), install sewer piping of materials approved for inside building use for 10 feet on each side of the crossing. 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 S GAS GAS GAS GAS GAS - local requirements. 13. Sanitary sewer piping shall be PVC, Schedule 40. 1 30 30 30 OE OE OE OE OE OE OE OE NEW ELEMENTARY i GARA X � GE SCHOOL O STORM MANHOLE (STMH) O CATCH BASIN (CB) o ❑ CURB INLET (CB) ® FLARED END (FES)- O SANITARY MANHOLE (SAN) \i HYDRANT 30 30 30 _ ' � 30 30 - H GATE VALVE & BOX _ _ 110 0 -30 110 tP,, SEE SHEET C500 ' T GAS GAS GAS GAS GA GAS GAS GAS GAS GAS -GAS GA' 3C 30 30 30 30 30 30 30 NO GRADING OR EXCAVATING \ TO OCCUR WITHIN 15' OF POWER POLES (TYP) Z Ut - OE OE OE OE OE 0 OE OE OE 450 BEND OE OE OE OE `- a 1 STMH-13 (60" 0) RIM: 934.67 INV (N): 927.39 INV (W,S): 926.06 ' 11 FES C601 INV: 933.05 ' cai 1 �o o� ' of 1 ko 11 FES C601 INV: 933.30 � 1 1 1 1 1 1 I 9 1 C601 CB-12 1 RIM: 933.35 3 INV:929.35 C601 / I � 1 ' 1 / co 1 � 1 ' 1 0" � 1 ' 01 0 1 / 0 1 0 r 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com @2020 Larson Engineering, Inc. All rights reserved. NORTH 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. LIU Date: 11.20.2020 Lic. No.: 41885 Description Revisions Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North UTILITY PLAN - NORTH Scale: Per Plan 1 2 0 0 0 0 0E C I MN 1 FES C601 INV: 922.80 B 0 LEGEND > > SANITARY SEWER PIPE » STORM SEWER PIPE 1-1-1- WATERMAIN PIPE DT DRAINTILE PIPE 4" INSULATION, SEE UTILITY NOTE #8 E UTILITY NOTES 1. See Sheet C400 for Utility Notes. F U UA I UH t3AbIN (U1:3) CURB INLET (CB) An FLARED END (FES) O SANITARY MANHOLE (SAN) Et HYDRANT H GATE VALVE & BOX a 3 1 4 a 5 a 6 a 12 LF 12" HDPE @ 15.�9 % \ 30 LF 12" HDPE @ 12.00% \ FES 1 \ \ I114V:923.00 C601 ` 1 FES \ C601 INV: 921.20 \ \ \ OUTLET STRUCTURE-17 \ \ RIM:928.00 \ \ TOP OF WEIR: 926.50 3 5 \ 6" ORIFICE: 924.80 C601 C601 \ \ INV (E,W): 924.80 \ \ \ \ � 1 \ \ 1 0 0 01 1 / 52ND .3 T. N. / /G / 1 36" RCP ST S 0 i i i i i i 1 i i 1 i NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com @2020 Larson Engineering, Inc. All rights reserved. NORTH 71=���� 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. mztx - l Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Description Revisions I Date Num Addendum #2 IDecember 10, 2020 1 1 Pond Revisions IJanuary 15, 2021 1 2 City Submittal IFebruary 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North UTILITY PLAN - SOUTH Scale: Per Plan C 01 j 0 r I 3 n FNrL 3 A B CO 0 F \ O x 0 X_ X X _ X IE OE OE OE OE D 30 30 30 30 OE 30 STUB (P X_ 0 4 30 — 30 30 — 30 FOXHILL AVENUE CONNECTION DEMOLITOIN PLAN 1:30 SITE PLAN SYMBOL LEGEND > > SANITARY SEWER PIPE » STORM SEWER PIPE I I WATERMAIN PIPE DT DRAINTILE PIPE O STORM MANHOLE (STMH) CATCH BASIN (CB) j CURB INLET (CB) ® FLARED END (FES) O SANITARY MANHOLE (SAN) Et HYDRANT ►t GATE VALVE & BOX 2" INSULATION UTILITY NOTES 1. See Sheet C400 for Utility Notes 1 1 1 4 5 1 6 7 8 DEMOLITION KEY NOTES 2"DIP W(P OREMOVE AND DISPOSE OF TREE AND STUMP. O2 REMOVE AND DISPOSE OF FENCE INCLUDING ALL FABRIC, POSTS, GATES, MOWSTRIPS, AND FOOTINGS. OREMOVE EXISTING LANDSCAPE AREA INCLUDING SHRUBS AND MULCH. OPROTECT EXISTING BUILDING, TREE, FENCE, UTILITIES, ETC. DEMOLITION NOTES 1. See Sheet C100 for Demolition Notes. STUB (P I — I 2" DIP W (P) X 1 CONNECT TO EXISTING \ 8" GATE VALVE >1 / 0 0 x � 0 / 0 0 0 0 0 90' BEND 8" DIP Co \ I I I I I I o Feo 30 It O CO CO° \ � / FBO FBO O � 3 ° � � ° ,moo / I I x ° I GA S / O I — \ SHED ° o O �X i GARAGE X — L C0O / / / I -I ° X X _ X 45° BEND )E OE OE OE 30 30 30 � 30 30 — 30 30 30 NO GRADING OR EXCAVATING \ 30 0 30 30 TO OCCUR WITHIN 15' OF I POWER POLES (TYP) ��- 0 FOXHILL AVENUE CONNECTION SITE PLAN 1:30 0 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 W KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 F; Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. NORTH 0 15 30 60 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. VU Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 q' Date: 11.20.2020 Drawn: KBK Check: MJW North FOXHILL AVE. UTILITY - CONNECTION 1 3f� Scale: Per Plan C500 A B c 0 1 2 NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS BACKFILL WITH NEW TOPSOIL, SEE LANDSCAPE REQUIREMENTS. ,00�o oo�o oo�o oo�o oo�o oo�o oo�o oo�o oo�o NOT TO SCALE NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS NEW 8" BASE AGGREGATE APPROVED SUBGRADE SOIL LIGHT -DUTY BITUMINOUS PAVEMENT SECTION C600 NOT TO SCALE in NEW 5" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS NEW 8" BASE AGGREGATE APPROVED SUBGRADE SOIL HEAVY-DUTY BITUMINOUS PAVEMENT SECTION 101 NOT TO SCALE NEW 6" PORTLAND CEMENT CONCRETE ° n d a NEW 6" BASE AGGREGATE —IIIIIIIIIIIIIIIIIIIIIIIIIIII I I—III—III—III—III—III—III—III—II:71I—III—I =1 11=1 11=1 11=1 11=1 I I —I 11=1 11=1 11=1 11=1 APPROVED SUBGRADE SOIL LIGHT -DUTY CONCRETE CONSTRUCTION DETAIL 3 4 5 6 7 8 rr r� ru AKI ONE_ E �•1 •1 •1 •1 •1 •1 •1 •1 APPROVED SUBGRADE SOIL NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. SURMOUNTABLE CURB & GUTTER DETAIL CEO/ NOT TO SCALE TOOLED EDGE CONCRETE SIDEWALK/ 6 TOP OF CURB/ TOPSOIL a ° ° _4 a co coo °° uJ COURSE FILTER JO AGGREGATE _ ° Q O > N O �O� N o III- . III1 I I0 0 °oo 18"MIN. a ogo III1 I —III —III ° ° I I III III —I o°oo I —I -___Ill _° ICI —ICI— _ 4" PERFORATED PE DRAIN TILE PIPE —III III —III —III o�o� o�O�Qo�o III=III WITH FILTER FABRIC WRAP —III—III III —III III —III =III=III III=III=I I I=I I I=III=I I I III=III=I 12" MIN. 6 APPROVED SUBGRADE SOIL PLAYGROUND CONCRETE CURB DETAIL 00 NOT TO SCALE Y4" SAWED JOINTS FILLED WITH ELASTOMERIC JOINT SEALANT N NEW 8" PORTLAND CEMENT CONCRETE n #4 REBAR @ 18" O.C. BOTH DIRECTIONS NEW 6" BASE AGGREGATE 0 0 APPROVED SUBGRADE SOIL w HEAVY-DUTY CONCRETE N CONSTRUCTION DETAIL 5 zo C600 NOT TO SCALE BACKFILL WITH NEW TOPSOIL, 8" 112" SEE LANDSCAPE REQUIREMENTS. a` � rr11 a 6" I Q/ �n co F NEW BITUMINOUS PAVEMENT ' N E W BAS E III=1 11 I I I III=1 I I=III=1 I I=III=1 I I=III=1 I I=III=1 I AGGREGATE I1 I I III1 11 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I 6° APPROVED SUBGRADE SOIL NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. B612 CONCRETE 6-� CURB & GUTTER DETAIL NOT TO SCALE — NEW GOALSETTER MVP 72" BASKETBALL GOAL SYSTEM - FURNISH & INSTALL PER MANUFACTURER'S INSTRUCTIONS 2' I 2' BACKFILL WITH NEW TOPSOIL, SEE LANDSCAPE REQUIREMENTS NEW CONCRETE CURB .. a a NEW BITUMINOUS PAVEMENT III —III —III —I I ': —III—III—III—III NEW BASE AGGREGATE I II I IIII—III `' AI I IIIII I IIIII I I IIIIIIIIIII IIIIIIIII—III I —III —III —III III —III —III —III —III APPROVED SUBGRADE 11 111 I 1=1 I ��'•' �:j1 111 111 111 =1 I I=1 I I=1 11= I III=1 I I=1 I I=1 I I=1 I I 18" 0 x 60" CONCRETE FOOTING IN SONO-TUBE BASKETBALL GOAL INSTALLATION DETAIL NOT TO SCALE NON -WOVEN SOIL SEPARATION FABRIC NEW 5" INFIELD AGLIME MIX BACKFILL WITH NEW TOPSOIL, SEE LANDSCAPE REQUIREMENTS. 'III —III �.�,� �•}.•. �j III —III —I I IIIII I IIIII I IIIII I IIII—III—III —III—III—III—III—III—III—III—III—III—I I I- —I I —III —III —III —III —III —III —I 11=1 11=1 1 I 111= 1111 111 111 111 111 111 111 11= APPROVED SUBGRADE SOIL AG -LIME SURFACING DETAIL NOT TO SCALE 17' HOME PLATE GRASS LINE ALUMINUM PLAI SEE SPECI NOT CON �... ..�_ ....� INSTALL HOME PLATE. 11 SOFTBALL DIAMOND DETAIL NEW CURB TAPER TO FLUSH NOT TO SCALE TYPE 1 ACCESSIBLE CURB RAMP DETAIL PFR P LgN 1.2p� PER (�TYP)N / NOT TO SCALE PER PLAN NEW CURB TAPER TO FLUSH TYPE 3 ACCESSIBLE CURB RAMP DETAIL NEW 6" PORTLAND CEMENT COLORED CONCRETE (P1140 BONFIRE, SAMPLE TO BE VERIFIED BY OWNER) i NO �1 #4 EPDXY COATED REBAR @ 18" O.C. BOTH DIRECTIONS NEW 6" BASE AGGREGATE APPROVED SUBGRADE SOIL REINFORCED COLORED CONCRETE DETAIL C600 NOT TO SCALE NOT TO SCALE RAMP LANDING 2% MAX SLOPE ANY DIRECTION >T NOTES: 1. ALL SIGNS TO BE INSTALLED IN ACCORDANCE WITH MMUTCD AND MNDOT CURRENT STANDARD SIGNS MANUAL. 2. SEE PROJECT MANUAL FOR SIGN TYPES AND SPECIFICATION. 3. ALL SIGNS SHALL BE REVIEWED AND APPROVED BY OWNER/ENGINEER PRIOR TO CONSTRUCTION. 4. SIGN POSTS TO BE 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE DIRECTED. 5. SHARE POST WHERE APPLICABLE. 6. SIGNS WITHIN CONCRETE SIDEWALKS SHALL INCLUDE A 3" PVC SLEEVE AROUND THE SIGN POLE. 7. INSTALL 2 POSTS FOR SIGNS WITH ANY DIMENSION 36" OR GREATER. PARKING 12 SIGN AND POST DETAIL NOT TO SCALE V�2 4, PF� MqX N PER PLAN / (6' MAX) PER PLAN NEW CURB TAPER TO FLUSH NEW CURB TAPER TO FLUSH TYPE 2 ACCESSIBLE CURB RAMP DETAIL / PER PLAN Q� �` 0 1:20 MAX ti PER PLAN -- YP) TAPI ACCESSIBLE RAMP DETAILS NOT TO SCALE cIniCCo DI nv cnnln InITO JOINTS OF FINISHED PAVER AREA. VER SURFACE DSCAPE PLANS) 1" SAND BEDDING N 6" BASE GREGATE APPROVED SUBGRADE SOIL BRICK PAVER CONSTRUCTION DETAIL NOT TO SCALE RAMP LANDING 2% MAX SLOPE ANY DIRECTION / PER PLAN A_ 0 1: 12 MAX ti PER PLAN (6 MAX) TYPE 4 ACCESSIBLE CURB RAMP DETAIL NOT TO SCALE BRICK PAVER SURFACE CONCRETE SIDEWALK/ TOP OF CURB/ TOPSOIL 00 0o Qoo - — I 6" APPROVED SUBGRADE SOIL CONCRETE RIBBON CURB DETAIL NOT TO SCALE NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com @ 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. V� kh_�� Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North DETAILS Scale: Per Plan r NOTE O SCALE 1 2 3 4 5 6 7 8 L NEW ELEMENTARY NOTES: SCHOOL 1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. SMOOTH BAR @ 2" O.C. EACH WAY 2.) ALL HYDRANT LEADS SHALL BE VALVED. 15198 Forest Boulevard 3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG Hugo, Minnesota 55038 N PER HYDRANT IS REQUIRED. ■ X TOP OF WEIR 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. A 926.50 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" TIE LAST 3 JOINTS ON INLET AND OUTLET. INDEPENDENT SCHOOL INLET 12" HDPE TAGS WHEN INSTALLED. IF NO APRON IS USED TIE THE LAST 3 SECTIONS 6 MAX � � INV: 924.80 OF PIPE. DISTRICT #624 6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A QNEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. USE 2 TIE BOLT FASTENERS PER JOINT 4855 Bloom Ave -N INSTALLED AT 60 FROM TOP OR BOTTOM 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE YDRANT FLAG TO OF PIPE. White Bear Lake, Minnesota 55110 COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES BE INSTALLED ON 924.80 GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" THE NOZZLE SECTION USE 5/8" TIE FOR PIPE SIZES 12" TO 27". 6" ORIFICE 6 OF BREAKOFF SECTION. I USE 3/4" TIE FOR PIPE SIZES 30" TO 66". MN I ACKFILL TO USE 1" TIE FOR PIPE SIZES OVER 72". c j� BE TAMPED NUTS AND WASHERS ARE NOT REQUIRED ON PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. � — PIPE SIZE LESS THAN 21 ". HOT DIP GALVANIZE AFTER FABRICATION.TRASH FLARED END 3'-5' FROM TEE SCREW TYPE GROUND LIN I 0 a_ LARGER PIPEDS WILL BE REQUIRED ON 18" OR OUTLET 12" HDPE OT IN WHEEL TRAC GROOVE I— a 1 SECTION DETAIL INV: 924.80 VARIABLE > z • • C601 NOT TO SCALE z I 0 U SIZE OF PIPE BARS BOLTS "0" 1 CUBIC YARD 01- w WASHED DRAIN (D z 12" TO 18" 3/4" 5/8" 4 ROCK COVER w z 21 " TO 42" 1 " 3/4" 6" MITERED DRAIN GRATE J 48 TO 72 1 1/4" 1" 12" m FOR INFORMATION SEE WEB SITE WITH 4 MIL .:.. - AT WWW.MITEREDDRAIN.COM POLYETHYLENE..:.,.:.;.;:::.::... .. ;' z u0 SCOPE (707) 620-060600 >>7 OUTLET STRUCTURE - 17 — Om FLOW PIP 24"MAX 5 WEIR DETAILS _ NOT TO SCALE MAIN � � \\ \\ \\�\ p WOLD ARCHITECTS PIP° a , AND ENGINEERS rrrr FLOW EGA LUG" "MEGA LUG"\\'�\\' '�\\'�\\' 332 Minnesota Street, Suite W2000 8" CONCRETE BLOCK Saint Paul, MN 55101 UNDISTURBED SOIL PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. COUPLING HOT DIP GALVANIZE AFTER FABRICATION. A woldae.com 1 651 227 7773 MITERED END GRATE DETAIL HYDRANT & GATE VALVE 2 NOTES: 8 INSTALLATION DETAIL CONCRETE FLARED END C601 NOT TO SCALE 1.) GROUT BOTTOM OF MANHOLE TO 1/2 C601 SECTION DETAI L _ OR 2/3 DIAMETER OF PIPE AND SLOPE NOT TO SCALE 11 a � ° GROUT 2" PER FOOT. C601 PRECAST INVERT SHOULD BE 1/2 d I d NOT TO SCALE KRAUS-AN DERSON DIAMETER OF PIPE AND BENCHES 2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESS SLOPED 2" TOWARD INVERT. dd ° WITH USED FOR CASTING ADJUSTMENT. NOTES: I � 501 South Eighth Street d ° d` 3.) COPOLYMER POLYPROPYLENE PLASTIC, 1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS. Minneapolis, MN 55404 d ~ WITH 1/2" GRADE 60 STEEL REINFORCEMENT krausanderson.com 1 612 332 7281 OR APPROVED EQUAL, STEPS 16" O.C. 4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON a � a DOWNSTREAM SIDE. ALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN. d ° _ d ° 4.) KOR-N-SEAL MANHOLE OR EQUAL 5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" °d - a I a CONSIDERED ACCEPTABLE ALTERNATE. TAGS WHEN INSTALLED. Larson d ° 7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE °. MANHOLE STEPS SHALL BE PLACED B I B COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES Engineering, Inc. SO THAT OFFSET HOLE IN TOP SLAB GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" 3524 Labore Road .4 d °- IS FACING DOWNSTREAM. MANHOLE FRAME & COVER: NEENAH R-1642, OF BREAKOFF SECTION. White Bear Lake, MN 55110 a a A TYPE B LID, WITH MACHINED BEARING SURFACES & 651.481.9120 (f) 651.481.9201 NO BLOCK STRUCTURES ARE ALLOWED LETTERED "SANITARY SEWER" WITH TWO CONCEALED 5.) CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE www.larsonengr.com PICK HOLES, OR APPROVED EQUAL. MANHOLE FRAME & COVER: NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE) ADJUST CASTING TO 1/2" BELOW FINISH ©2020 Larson Engineering, Inc. All rights reserved. NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE) BLACKTOP GRADE. NEENAH R-3067, TYPE L GRATE (CB, BARRIER) PLAN NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE) d 00 Q FULL MORTAR BED BETWEEN CASTING, RINGS, AND *UNLESS OTHERWISE NOTED a . MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THE RINGS WITH NON -SHRINK GROUT. NO SHIMS OF ANY SCREW TYPE . Q MATERIAL ARE ALLOWEDINSTALL EXTERNAL CHIMNEY SEAL. 3'-5' FROM TEE _ MINIMUM OF 2, MAXIMUM OF 5 OT IN WHEEL TRACK CONCRETE ADJUSTMENT RINGS WITH FULL o 27" no BED OF MORTAR BETWEEN EACH AND - a - 2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT, A 4" COLLAR ON THE OUTSIDE. NO SHIMS MAX. 12" HEIGHT) INCLUDES MORTAR. z OF ANY MATERIAL ALLOWED. INSTALL EXTERNAL d d a CHIMNEY SEAL d I ~ 6" PRECAST REINFORCED CONCRETE SLAB. ro ° d CL. II REINFORCED s. CONCRETE PIPE. SEAL WITH 2 BEADS OF RAM-NEK. ° I ALL JOINTS IN MANHOLE TO HAVE ALL BUTTED JOINTS BETWEEN SECTIONS d 'O' RING RUBBER GASKETS. a d SHALL HAVE'O' RING RUBBER GASKETS. MANHOLE STEPS, COPOLYMER POLYPROPYLENE 5" MIN. PLASTIC, WITH 1/2" GRADE 60 STEEL MAIN REINFORCEMENT OR EQUAL, 16" O.C. ° D °. d 5" MIN. m VARIABLE PRECAST CONCRETE SECTION m zVA IABLE o EGA LUG" 00 ° 00 PIPE SHALL BE CUT OUT PRECAST CONCRETE SLAB �- W_ d (D FLUSH WITH INSIDE FACE „ d 8" PRECAST SEGMENTAL CONCRETE BLOCK < z WITH 4 REBAR @ 8 E.W. Q Q d — OF WALL. # LL > _ TO TOP OF THE PIPE SHALL BE USED > No U) 2 WATERTIGHT CONNECTION 0 0 ;, � WITH SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS. a 8 N (BOOT, TYPICAL) SLOPE: 2"/FT GATE VALVE 9 INSTALLATION DETAIL d d d 8" MINIMUM SLAB THICKNESS, a 6' MINIMUM DIAMETER PRECAST _ _ FLOW tr Q d a °d C601 CONCRETE SLAB, REINFORCED NOT TO SCALE ° ° ° ° WITH #4 REBAR @ 8" E.W. d a _ d ° °. °d °. ° d d ° GROUT BOTTOM ° . d ° ° COMPACT TO TOP`o ° d ` d OF PIPE, TO FIRST SECTION WATERTIGHT CONNECTION JOINT. (BOOT, TYPICAL) SECTION A -A SECTION B-B DUCTILE IRON GRATE 12" STANDARD H-20 SANITARY I hereby certify that this plan, specifications or report CATCH BASIN MANHOLE DETAIL 3 SEWER MANHOLE DETAIL d was prepared me or under my direct supervision C601 and that I am a duly licensed Professional Engineer NOT TO SCALE C601 underthelaws of they state of Minnesota. NOT TO SCALE a 0 Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 INLET 12" HDPE Revisions E INV: 924.30 3 TOP OF WEIR z NYLOPLAST 12" x 8" Description Date Num Q Addendum #2 December 10, 2020 1 4" THICK INSULATION LAYER WITH JOINTS J INLINE DRAIN Pond Revisions January 15, 2021 2 926.50 STAGGERED AND EXTENDING A MINIMUM OF 4' City Submittal February 5, 2021 EACH WAY FROM WATERMAIN C/L w El d 8" PVC PIPE w 3 z m MECH. COMPACTED MEGA LUG a BACKFILL 924.30 RESTRAINT SEWER a_ (TYP.) a , 6" ORIFICE Comm: 12196195 Date: 11.20.2020 ���\\rr/ WYE Drawn: KBK d i Check: MJW North BEND(TYP.) 18" MIN. 10 INLINE DRAIN DETAIL C601 NOT TO SCALE DETAILS OUTLET 12" HDPE INV: 924.30 NOTES: 1. ALL JOINTS TO BE MEGA LUGGED. D F OUTLET STRUCTURE - 5 4 WEIR DETAILS D (MIN) = 10' GREATER THAN OUTSIDE C601 NOT TO SCALE DIAMETER OF SEWER - CONTINUOUS PIECE OF WATERMAIN (NO JOINTS) WATERMAIN/SEWER Scale: Per Plan 7 CROSSING DETAIL C601 NOT TO SCALE 6 1 1 1 1 1 1 r 1 2 CHAIN LINK FENCE FABRIC (BLACK VINYL) TOP RAIL 3" O.D. TERMINAL POST BOTTOM RAIL 2Y2" O.D. 10' MAX. � LINE POST. TENSION BAR 4' TENSION BANDS SPACE 2-3" A 15" APART MAXIMUM 5' ______ 4'-6" F1 I M if _ —III—III—III—III—III III —III —III —III —II 1 I I III1 I I1 I I1 I I1 I I1 I1 I I1 I I1 � 11 � I MN12"OX5' CONCRETE L NOTE: FENCES WITHOUT MAINTENANCE FOOTING (TYPICAL) STRIP SHOULD UTILIZE TENSION WIRE IN LIEU OF BOTTOM RAIL. 1 FENCE DETAIL C6O2 NOT TO SCALE a 0 U B C 0 F TENSI( MAXII u FOOTING (TYPICAL) SOFTBALL FIELD CHAIN —LINK 2 FENCE DETAIL PROVIDE CROSS BRACING FOR GATES AS RECOMMENDED BY MANUFACTURER NOT TO SCALE CHAIN LINK FENCE FABRIC (BLACK VINYL) ALL JOINTS SHALL BE WELDED TO PROVIDE A RIGID FRAME 4' r— 3" O.D. FENCE POST ! Me I! ! wmm "' III —I l l a III —III —III —III —III —III o I I I III1 I I III —III —III —III —III —III —I I I —III: _ III—IIIIIIIIIIII—III -III III=III=1I1=1I1=1I1=1II=� II=1II = 1= III=III=III=III=III=III= =III= 12" DIA. X 5' CONCRETE FOOTING (TYPICAL) @@ SINGLE GATE DETAIL NOT TO SCALE co N aQ . 0 3 4 .5 -U EXPN MTL @ WALKS (SEE PLAN) L8x6xl/2xO'-5" LONG , n o GATE OVER ROAD ELEV. 5 L8x6x1/2xO'-5" LONG (TOP & BOTTOM) 1-1/16" HOLE WELD 1"� ROD W/LOCKING DEVICE AT BOTTOM F r _ L L 1"� ROD W/1" NUT & WASHER WELDED TO HSS 6x6x1/2 TOP. 3"THREADS AND 4" 2 1/2" 3 WASHERS & NUT AT BOTTOM GATE HINGE HSS 3x3x5/16 POST HSS 2x3xl/4 FILLED W/CONCRETE RECTANGULAR (2 PLACES) TYP TUBE FRAME (TYP) L3x3x5/16x0-21/2 LONG. L5x5x5/16xO'-2 1/2" LONG. LOCKING ANGLE GATE END SUPPORT. WELD TO HSS 2x3xl/4 FIELD WELD DRILL 1" HOLE FOR LOCK TO HSS 3x3 As a 36" DIA. CONCRETE FOOTING (MIN. 4,300 PSI) L5x5x5/16xO'-2 1/2" LONG. GATE END SUPPORT. FIELD WELD TO HSS 3x3 DRILL 1" HOLE FOR LOCK a: HSS 3x3x5/16 POST FILLED W/CONCRETE GATE KEEPER ELEV. (2 PLACES) TYP GATE KEEPER (SIDE VIEW) NOTES: 1. ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFF. EDGES. 2. PROVIDE SHOP DRAWINGS OF GATE, HINGE POST KEEPER. 3. GATE TO RECEIVE 2 COATS PRIMER, 2 COATS FINISH, COLOR TO BE BLACK, MATCHING OTHER GATES AT THE SITE. 4. ALL STEEL TUBING SHALL BE HOT FORMED MEETING ASTM A500, GRADE B (fy=46,000 psi) 5. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (fy=36,000 psi) VEHICULAR TRAFFIC GATE ALL FENCE RAIL TO BE 1 $" O.D. NOT TO SCALE 9 GAUGE ALUMINUM COATED MESH ABOVE 10' IN HEIGHT 4" O.D. SS40 FENCE POSTS MW no CO � a 6 GAUGE ALUMINUM MESH NEW AG -LIME UP TO 1O' IN HEIGHT 6 INTERLOCKING BOARDS SECTION DETAIL 18-0" • FACE TO 6" POST SI. 12'-0-0" • POST LEI )TES: SPECII=ICATI FOOTI iO WI USLOITTED BY. SUBMITTED TO: MIV"A►CY SERIES - DOUBLE SWING GATE LLIV I IVS.I L T ,ARCHITECT J0:19ROJECT ENGINEER 7 18'-0" "B" FACE TO FACE el." 1'"611u ■ xVPU NOTES: 1. FIELD VERIFY GATE DIMENSIONS PRIOR TO ORDERING MATERIALS. TRASH ENCLOSURE GATE INTERLOCKING BOARDS SECTION DETAIL 13181 x I I12* u-CHANNEL RAIL- NOM HEIGHT (A) �r fir 6' GALVANIZED STEEL 1NTERLOCKING BOARDS $0. POST `G' INDUSTRIAL DRIVE RIVET NOT TO SCALE NOMINAL CENTER TO CENTER IKON WORLD F--- — — 7 — FACE TO FACE L BRACKET (3) DRAIN HOLES IN BOTTOM RAIL " NOM SECTION LENGTH POST SIZE ____ GAUGE 1 POST LENGTH FACE TO FACE OF POSTS LT FENCE SECTION SPECIFICATIONS TES: SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER- F407ING WIDTH TO BE (4) X POST WIDTH, AFFFr;o l}v; 5uamrrTEQTO= PRIVACY 1= ENCI CONTRACTOR 8' SECTIONS ARCHITECT d�arimWECT EHCagJEER @@ 8' PRIVACY FENCE NOT TO SCALE 6" THICK x 18" WIDE CONCRETE 6" CLASS 5 BASE AGGREGATE APPROVED SUBGRADE SOIL CONCRETE MAINTENANCE STRIP NOT TO SCALE IRONUVORL❑ FENCING.COM owo rao. IWF 0000 8 A;, IRONWORLD FENCING.COM OWO NO. WF1000 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS—ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com @ 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December10,2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North DETAILS Scale: Per Plan C602 SOFTBALL FIELD BACKSTOP DETAIL NOT TO SCALE 0 1 0 1 3 4 5 6 7 8 EROSION CONTROL NOTES L NEW ELEMENTARY SCHOOL A tin tin, ruini PLAN B SECTION A -A NOTE: FW300 MIRAFI FABRIC OR EQUAL RIP -RAP AT OUTLETS NOT TO SCALE HARD SURFACE/ PUBLIC ROAD 1"-2" WASHED ROCK GEOTEXTILE FABRIC 6" MINIMUM C 60, 1'•W. ` •I WOVEN FILTER FABRIC MN/DOT CLASS III RIP -RAP WOVEN FILTER FABRIC WIRE MESH REINFORCEMENT HIGH FLOW AREAS METAL, WOOD POST, OR STAKE. 8' MAX. SPACING, 2' INTO GROUND. DIRECTION OF RUNOFF -I I 1=1 1= '-III 11= NATURAL SOIL ENGINEERING FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL III -_ICI I I I- ___1 11 -1II-I � 1- IIF:ICI; -III= III1' -L I I I I I I I - -I I_ I NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. SILT FENCE INSTALLATION DETAIL NOT TO SCALE 8" CURLEX SEDIMENT LOGS® WOOD STAKE OR SAND BAG WOOD STAKE TO ONLY PENETRATE NETTING, NOT CURLEX MATERIAL® "GROUND z_ 75 N 1 NOTES: 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. SEDIMENT ROLL DETAIL 2 ROCK CONSTRUCTION ENTRANCE C603 NOT TO SCALE SLOPE INSTALLATION 12' (30 cm) 2"-5" (5cm-12.5cm) 6" (15 cm) C (15 cm) . . . . . . . . . . � •1' Y � � •1' � •1' Y � •1' Y Y 3" 7.Scm) 3A ::::::::::::::::::::.................................... .................................. D .. ......... 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF _ STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING 5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE a EROSION CONTROL BLANKET 3 U C603 NOT TO SCALE E 3 0 0 U E w 3 z m a a` a F NOT TO SCALE PLAN 400 MICRON FILTER BAG IN EACH BASKET FILTER AREA 5.65 FT OVERFLOW AREA 0.42 FT' MAXIMUM OVERFLOW RATE (@ 7" HEAD) I .99 CF5 MAXIMUM OVERFLOW RATE (@ 13" HEAD) 2.79 CF5 BASKET WEIGHT (EMPTY) I LB BASKET WEIGHT (FULL-APPKOX.) 45 LB5 2 BASKETS WITH 400 MICRON FILTER BAGS. TO BE CHECKED PERIODICALLY AND CLEANED OUT AFTER EACH RAIN EVENT AF.4 W PROFILE FITS NEENAH 1642 AND 1733 FRAMES OR EQUAL a a a INFRASAFE INLET PROTECTION DEVICE (OR APPROVED EQ.) NOT TO SCALE PRE -MIXED PLANTING MEDIUM: PLAISTED'S RAIN GARDEN PEAT MIX (80% SAND, 20% PEAT),OR EQUAL. PLANTING MEDIUM SHALL PROVIDE 0.8"/HR TO 1.6"/HR INFILTRATION MNDOT SEED MIX: 33-261 RATE AT SPECIFIED COMPACTION, VERIFY W/SUPPLIER. OR AS SPECIFIED ON LANDSCAPE PLAN VARIES EXTEND MODIFIED SOIL UP SLOPES (PER PLAN) TO POND OUTLET ELEVATION ___...... Y._... SLO� M R E pep M�4 (4 AxPLAN 5LOPe /1X4viIlvi11vi IJ� , IIf✓���I✓�I/NCl/I✓��V�t�.11\P :.. .: ,• 6' MIN IN \-III-I EXCAVATE POND BOTTOM TO EXISTING PERMEABLE -III \\\\\\\\\\\\\\\\\\\ EXISTING SOILS // // // // // // //\//\//\//\//�18" MINA/\//\ \//\//\ III- SOILS. REMOVE AND DISPOSE OF EXISTING TOPSOIL //// /////\1 I I1 AND ANY SOILS REPORT. NON -CONDUCIVE TO INFILTRATION. SE E G EO E LOOSEN/DECOMPACT SOIL BELOW -III1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I=1 BASIN BOTTOM, 18"MINIMUM DEPTH. NOTES: 1. THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION TRAFFIC. AREAS SHALL BE STAKED AND MARKED OFF, WITH ONLY LOW IMPACT EQUIPMENT (TRACKED OR SIMILAR) ALLOWED. INFILTRATION BASIN CROSS SECTION 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. The toe of the silt fence shall be trenched in a minimum of 6". The 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 BMPs must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the capacity of the BMP. 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. 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 I KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. Date: 11.20.2020 Lic. No.: 41885 Revisions Description Date Num Addendum #2 December 10, 2020 1 Pond Revisions January 15, 2021 2 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: KBK Check: MJW North DETAILS NOT TO SCALE 0 0 1 0 Scale: Per Plan C603 1 2 3 4 5 + + I _�D+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �1 + + + + + + +4 4 + PUOPSE (( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROP RTYD+LIE + + + +_ +_ 4 + + 3 _�i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OE OE OE OE 0 + OAF �� OE ��� CAI€ DOE DOE OE + +°E+ + + +°E+ + + +�E+ + + + �E+ + +O + + + + + 4 __ i + .+_+ _+ + + + + + + + + + + + 4Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 10 �� 30 30 + 3 + + + 36\ + + 3�3 ��� 30 — _ _ -Bo +30 +30 +30 +30 +30+ + + +30+ + + + + + 3+0 + + 4 + + -+ + + + + +.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TURF SEED + + + + + + �+. + + + + + + + + + + + + + + + + + ( � + + + + + .—TURF-6EED-� + + + + + + + + + + + + + + + + 4 � + 30 + + + + + +� _+ + + + + + + + + + + + + + + + +\ +� +� + + + + + + + + + + + + + + + + + + + + + + + + _ 3p+ -4 + + + + + + +— + + + + + + + + + + + + + +\ + +�-.,+ + + + + + + + + + + + + + + + + + + + + + + 4 / + + „+ + + + + + � J GAIS TT GA-S �+GASI- + �-6-AS+� CAS �� GAS �+ G,-S �+ GABS �+GAS + +GAS+ + AS+ + / GAS GtS GA G,�,S+��tAS GAS+ � SAS G'�AS , GCS \ + + + + +\ + + + + + + + + + + + + + + + + + + + + +\ + + + + +— -+— + o + + + 0+ + + + °+ + + + 36 + + + + 4 30 ' 30 310 3,0 30\+� l 30 410 �o -Po P + + + + � �+ � + + + +� + + + + + + + + + A / + + t + + + + + + + + + + \+ + + + + + + + + + + + + + +�+ + + + + + + + +/ + + + + + + + + + + + + + + + 4 —+ / + * + + + + + or .. + + + + + + �+ + + + + + + + + + + + + + c.. . + + + + + + ,+ + + + + + + + + + + + + + + / + +/ + + + + to + + . \ + + + + + ;ZR + + + + + + + + + + + + + + + + —+, + + + + + + + + + + + + + + + + + + + + 4 \\OE /OE — OE OE _ OL +� I- -� Of I ITT OE T+ OE TTT OE T�� CAE �E / GE (DQE PE + + / + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + +� + + + + + + + + + + + + + + + + 4 — �E 0E — 0E E �0 OE+ +— Off + + 0) Of ��+ OE TAT OIE GE 0-� OF IF + + + / + Z,+ + + + + + DI + + + + 51 +_ + + + Cr + + + + + + + + + + + + / + + + + + + + + + + + + + + 4 + + DI i, + + + + + + + + + 3 + + + + + + + + + + + + + + + + + �+� + /+ + + + + + + + + + + + + + TURF SEED TO DISTURBED—,""",+ + + + 10 + .�� ` + + 10 + + + + + + + 1O + + + + + + + + + + + + +P- -+/ + + + + + + + + + + + + + + + 4 LIMITS, FIELD VERIFYI+ + + + + + + + + Air + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + ` + + + + + + + ,ram+ + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + _ Cr + + — + + + + + + + +� — + — + + + ± + + � + + — + + + — +— � � +— �� 4_MN - - ++++++++++++++++++++++++++++++++4 r + + +\ + + + + + + + + + + + + + I + + + + + + \ + + + +_;� + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + \ + �DGE+R, TY+P. + + DI + + + + + + + \+ + o:. + 51 + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + +\ -+ + + + + +� + + + + + + + \ + + + 3 + + + + + + + + + + + + + + + + + + + + + + + + \ \ + + + + + + + + + + /1O + + + + +I�+ + Cr +\ + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + 1O + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ \ + + + + + + + + + +\+ + + -� + + + + +�+ + p`r + + + + + + + + + + +++++ + + + + + + + + + + + + + + + + + \ \ \ + + + + + + + + + + + + + UR+F SE D + + + +�I� I + DI + + + + + + + + + ��T RF S ED + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + �+/ + + + + + + + + + +' to + + + + + + + + + +� + + + + + + + + + + + + + + + + 4 \\ �\ + + + + + + + + + + + + + + + + + + + +/ , + + + + + >, \\ + + + + + + + + + + + .. + +..+ + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + `\ + + \+ + + + + + + + + + + ,+/ + + + +` \+ + + + + + 1 + Ir + + + + + + + + + + + + + + + + + + + + + + 4 \ + + + \+ + + + + + + + + + /. + + + + + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ + s2 + + + + + + + + �} + + + + + + \ + + + + + + + + + + B \ \ + +\ + + + + + + + + +/ + + + + + + +\ + + + + + . + + + + + + + + + + + + + + \� + + +� + + + + + + + /+ + + + + + + 4- + + + + + \+ + + + + + + + + + + + + + + + + + + + + \+ + + +\+ + + + + + + + + + + + + \+ + + + + + +\+ + + + + + + + + + + + + + + + + \\ \\ \ \ \+ + \� + + + + + + + ��+. + + + + + + + + + + + + + + +\ + + + + + + +++ ++ +++++ ++++++ ++++� \ \ \ \ \ + + + + + +-- + + + + + + + + + + + +\ + + + + + + +\ + + + + + + + \ \\ \ \ \ \ + + \+ + + + +`-+-�+ + 1+ # -+--+ + + + + + + + + + + + + + + + + + + + + + + + + + + \+\ + + + + + + + + +.. \ + + + + 4. \+ + + + + + + \ + + + + + + + + + + + + + + + + + +.. + + + + + + �/ + + + + + \ + \ + + + + + + + + + + + + + \+ + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + "-EXISTIN(3, \\ -+ + + �+��+ + + +�-K + + + + + + +\ + + +\\+ + + + +\ \+ + + + + ++ ++++++ ++++ + + \ \ \ \ LANDSCAPE \ + . + + + �+- -+- -+ � + + + + + + + + + + + \ + + + + + -_ + + + + BALL FIELD AND EQUIPMENT TO REMAIN\ \ \ + + \ + + + + + + +� /+ -+- -I- - +_ + + \\+ + + +\ + + + + + + + \ + + + + PER Cl IL PLANS + + + + M + + + + + \+ + + + + + +� + + + + + + + + + \+ + + + + + + \ + + f �� rn� \ \ \ \ \ \ \ +� + + _+ I + + + + �+� + + + + + + � + + + + + + + + + rn + + + + + + �__ + + +——+ + + + �+ + + \ + + \� + + +\ + + + + + \� + \ ++++++++ + \+ + +\ + + \+ + + +\ + + + + \ \ + + ++ + + + /+ + +\ + + + \+ + + + + + + + \O + + + + �__+ + +�-F -+ - -�--+ + + +\\+ + \+ + +\ + + + cr + + ++++ / ++++ + + �+ + + . + + + + + + + \ + + +\ + + + \+ + \ \ \ \ \ \ \ + + + +� +\ + + + + + + + +\ + + +\ + + + \ + \ \ + I + + + + + + + + + + + + \+ + +\ + + \ + + + + + BALL FIELD AND EQUIPMENT + + + + + + + + + + + +� \ + + -+- + + + + \+ + . + + \ + + + \ + + PER CIVIL PLANS � + + + + + + + \ \ \ + + -+, + + + + + + + \ + + \+\ + +\ + + +\ + \ + + + + + + + + + + -+, + + -t + + + +\ + + + + + + �+ + + \ + + + + + + + + + +� +, + + + +\ + +\ + + \ + \+ + \ + + + + + + + PAVING PER--,,,,, \ \ \ + + + �' \ + + \ + + + + + \ + + +\ + + \ + + +\ + + \ \ I + + + CIVIL PLANS C \\ \ \\ + + + + +� + +\ + + + +\ + \ + + \+ + +\ + + \+ + + \ + + + 4 + +1 + + + + + + \+ \+ + + + + + + + + °j + + + + TURF SOD / + +\\ + + +\ + + \ +Tl�2FSF+ED+ + \+ + + \\ + + + +\ + +\ + \+ + + + +\ + + \\+ + ++ + \ + + + \ / I + + + CE PER CIVIL I \ i9 t + \+ +� + + + \+ + + + + + t + + + 'I' + t + PLA TYP. / + \+ + \+ + +�� + +\+ \+ + �+ +\ + + \+ + + \ / {F + \ MS I + \ + + + + + + + + �+ I \ ' \ + \ + + + + + + + + +\ + +\ + + \ + \ + + + \ + + + I + r \� I \ \ I TURF SEED TO DISTURBED \ + + \+ +) + + +) + + \\+ + 4- + 4 + + + + + + + \\ + + + +,, r + � + LIMITS, FIELD VERI Y I + �k + + + + + \ + \ + + \+ + . + \ + + + + \ + + + -+ + + + /LIGHTING + I + I + + + + + + + +\ + +\ + \ + + +\ + + ++t + PER � + + + + + + + \+ + + + +\ + + + + 929� + + r ELECTRICAL, TYP. � + + I + \+ + + + + mac \ + \ + + \+ \+ + + 5c NAT-IVE -$EEW 930 4- + + + + + + + + + + + + + + + + \ ' EXISTING 4- I + + \ + + + + + 1 + + + + + + 10 LINRf+$EE$ r -1 \ \ LANDSCAPE I + +\ + \ -+ + + + +1 + +\ + + + \ + + \ TI — M5 � I + SNOW \O REMAIN � �, � + + �+ + + I + + + + 1 _ REMOVAL AREA Si 51 + + + +1 + +1 + + \+ _ ++ _ 2 1 r + + / + + / + + + Air + g3Q< + I— — - E P. T 10 — I + 931 /... R CK U LC 03 rn M \ NA+IVE SEED(TO DISTURBED I / — / — — / _ — / + \ LIMItS, FIELD VERIFY \ I �TIVE�SEED URF &,EED L C D \ \ I J /� SEA PE 'B' / // —� + �, TURF SOD G TURI 5c — + Gi . /J // ( J ��IIIFFILTRATIO I�BASIN, SOILS I 10 / 1 \ \ \ \ �� / / 1 / /— — ANB-GRlkBthlG PER CltiitPL�' I \ \ \ \ I > / / / � \ TO StEMAINRE�S// — \ NATIVL SEED TYPE A �— — I �1v ENTRY E \\ \ \ \ \ \/ I ♦I \ �' I I -�' N J J 5 + I I MS I w w °' I \ U) cn to w w � I — f w w � I I �' I I I — �' cn cn I—�-- —- + Gi I` I z z Cc ENTRY 3 Ar I — \ILA + wo CO TI I + 0) AMPHITHEATER ENLARGEMENT, SEE SHEET L1.008 FOR SHRUB AND s PERENNIAL PLANTINGS + 3 TUR SOD/ SOUTHWEST ENTRY ENLARGEMENT x a + / SEE SHEET L1.009 FOR SHRUB AND + PERENNIAL PLANTINGS I I — / / yo / // Ms ENTRY ` ENTRY I --II \ h T f \ EXI�21111AN IG TF E�s \� U \ TO 1 11 + L PROPOSED 9�� a I \ I BUILDING TRASH RE, F I U4II�D�I CApPE 3 I \ I M5 SEE SPEC 1 TO REA\N� Cc \ \ \ \ \ \ \ ( \ LL PLAY AREA, 4 / _j ENTRY / - �\ \ EQUIPMENT BY OWNER \ \ Q Lb 1 I S�D� I I M5 I \ t% 9 TU F SOD I SOUTH ENTRY + o u� ENLARGEMENT, Q SEE SHEET L1.008 + CH LINE -�E SHEET 1.00�MATCH LINE -SEr�HEET 1.003� \ � 934\ �5n7� 7 Landscape Requirements: REQUIRED NUMBER OF PLANTINGS 8 Overstory Deciduous Coniferous Ornamental Shrub Site Perimeter (4,994 LF) 4,994 LF / 100 = 49.9 4,994 LF / 200 = 25.0 4,994 LF / 200 = 25.0 4,994 LF / 30 = 166.5 Building Area (101,328 SF) 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 300 = 337.8 Required Plantings 1 51 1 51 1 51 1 338 PROVIDED PLANTINGS Overstory Deciduous Coniferous Ornamental Shrub Total Existing 65 111 - - Removed 58 55 - - Existing Saved 7 56 - - Proposed 44 0 51 338 Combined Plantings 51 56 51 338 Requirement Met: Yes General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. 0 30, 60' SCALE: 1 "=30'-0" CONTRACTOR(S) ARE RESPONSIBLE Know what's below. FOR INCLUDE PRIVATE UTILITIES OBTAINING IITY LOCATES, SUCH AS Call before you dig. PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSONo 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Ldo---rson ®� Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CA L�Y X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE LAYOUT PLAN NW QUADRANT Scale: 10001 r 1 _ _ 2 3 4 5 J+ + + + + + + + + 1+ + + +++ + + + + + + + + + + + . T4RFS DTO + + + + + + + + + + + +1 + + + + + + + + + + I+ / + + +_ +— + — + + + + + + + + + + + + + + + + +/yam+ + + 4PRO?ERT�IN€ + + + + + + + + + + + + + + + + + + + + + +I + / / + + 0 + + + OE \ + + + + + �T\C �'�TT C ' ' ' ' ' ' � + + + � + + + Jo + + + 0 + + + 0 + + + �� + + + + + + + + +\ . + + + + + + + /+ + + +\ .� + + + + + O + + + + + + + + + + O+ + + + O+ + + + + + � -+ T J@ �/ + +3 + + + + 0+ + + + 3�- _ \ + + 3C� + + �� + + 36 �T T+ + + + + + + + + + + + + I+ + + + \ 1lJ + +0 + + + + + + + + �_+ —�——+ + + + + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + +� � + + + + + + + + + + + �T1RF+SEEQ-TO gdSTUJkBEP� + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LIWILTS, FJELD VERlfY/ + + + - I + + + + + + + + + + + + + + + + + + + + + + +I + + + + + + + \. + + + + + + + + + + + + + + + + + +�+ /+ + + + I I + + + + + + + -- + + + I+ +GA9- -♦GA GAS + + GIAS � GAS �—� GAFS �� GAS SAS —�---I +GAS► I G GA AS A * GAS ��� UFAS CAS - Gi�,S , G,eFS GAS I�� T — + + + + �' — + + �+ +\ + + + + + + + + + + + I + + + + + + + + + + + + + + + 0+ + + + + + + 3� + + l + + t0 + + + + I+-, + i+ + 30� 110T � —+ 30+��� 301- + 3C + r- (9 �� o -Po -P + + +3 + + + + + + + + + + + + +I_�,+ + + + + + + + + + + + + + +��+ + + + + + + + +\ + + + + + + + + + + + + + + + + + +\\ + + + + + + + + + + + + + t +/ + + + + + + + + + + + + `+— + + + + + + + + + + + + + + + + + + + + + + + + +\ + + 4 \ I I A + + + + + + + + + +\,+, + + + + + + + + /t + + + + + + _ + + + + + + + + + + + + + + + + + E+ + + + �+ + + � ����OE C ++�E +++++�E+++++ + 0 + + + + + ��+ �-I—� o�� +— o — 4F + + + + + + + + I + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 0 + qE+++++++�+++++ + OE+ + + + OE+ + + + 0� + + + + + 0E+ + + 0EF- 0& _ 0� 0-� ` + + + �E I— + + + + + + + + + + + + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + . + + + + MATCH 4_INE+SEE+SHEE-T L1-4005 + + + + + + + + + ++ + + �+ �+ + + f _+ — �+_ _\ + + +f+ + 0-- + �+f+ �+f�—�+ + + + + + + + + + + + + + + + + + + MATCHINESEE+SHEN L1+002 + + + + + + + + + + + + + + + + + + + + + + + + + + I + + i 3q - 30 30T 30 + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + /+ + I I / / I I , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + + + + + + + + + + I / I l I I + + + + + + + + + + + + + + + + + + + + + + + + +932 + + + + + + + + + + + + + + + + + + "_--*URF+SEE6 / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ _+ + + + + + + + + + + + + + + + + E + + + + + + + + + + + + + + + + + + + + + + + + +/ + + + +l + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + +l + + + 4 + ch + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + +/ + + l I l I I I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +—+ + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9334+ + —_+ + I/ + + + + + + + + +/++/ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + /+1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / I/ II lc/I7 + c B+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + +l +/ + + +/+/ I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/ + / + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+/ + + + + + + + + + + + + + + ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ ++ + + ++ ++ ++ ++ + ++++ ++ + + + + + + + + + + + + + + + + + ++ + + + + + + /++ + + + + + I4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + + + +++++++ ++ + + + +++ + +/ + + + OW�EM9VAL+ARE4 + + + + + + + + + + + +/++ + + + + + + + + + + + + + + + /+ TUD�' TURF }}Et0� II I I I� Ij / I I / / D E F EDGER, TYP.— I I I ENTRY I I U� I I I EAST ENTRY ENLARGEMENT, SEE SHEET L1.009 FOR SHRUB AND PERENNIAL PLANTINGS PROPOSED BU I LD I ICI TRASH RECEPTACLE, SEE SPEC i i i I I 0 J l vJ I Q �I LJL. II � cal I �I I II II II '/ I I I / / � I I / / I I I / I I I / I I / / I I I I I / I / I / I I I I I I I o � E— 7 Landscape Requirements: REQUIRED NUMBER OF PLANTINGS 8 Overstory Deciduous Coniferous Ornamental Shrub Site Perimeter (4,994 LF) 4,994 LF / 100 = 49.9 4,994 LF / 200 = 25.0 4,994 LF / 200 = 25.0 4,994 LF / 30 = 166.5 Building Area (101,328 SF) 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 300 = 337.8 Required Plantings 51 51 51 338 PROVIDED PLANTINGS Overstory Deciduous Coniferous Ornamental Shrub Total Existing 65 111 - - Removed 58 55 - - Existing Saved 7 56 - - Proposed 44 0 51 338 Combined Plantings 1 51 1 56 1 51 1 338 Requirement Met: Yes General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. 0 30' 60' � %7 0� SCALE:1 "=30'-0" CONTRACTOR(S) ARE RESPONSIBLE i5l Know what's below. FOR OBTAINING DE PRIVATE UTILITTY IES ES SUCH LOCATES, Call before you dig. PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. L r NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSONo 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Ldo---rson ®� Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CALf--YX DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. <<�Y Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE LAYOUT PLAN NE QUADRANT Scale: 1m002 1 2 \ \ \ ra (�D \ \ I SE(D� I ' M5 5 TU SOD I ' c� SOUTH ENTRY �I ENLARGEMENT, \ + \ SEE SHEET L1.008 I cl�I I I \\ \ \ •l, �, \ + \ MATCH LINE � E SHEET L1.001 \ \ \ —7 —7%41CH LINE - SEE -,_H_EE7T L1.003934.5 GI + \ \\ DT 51 ov2 cl s \ / s 3 �\ + \ CA , I + A I I II II \ \ \ \ � B LA D, c II II I\ I\ \ \ \ \ \ o \ PLAY AREA, EQUIPMENT BY OWNER + 2 \ \\ \\ \\ 1 \ \\ `s. \\ \ .\v\ .v\ .v + \ \ \ \ ♦�\ \ \L 6 '\or\ IVI I LIPS 2 MN \ \ \ \ , \ � \ ,� DT \ \ \ \ \ \ �� \ JF BASKETBALL E U ANUR \ + D- + \ STRIPING IVIL PLANS, P. \\ \\ \\ \\ \\ /4 \<♦ \ \.v .v\\ .v \\ .v .l�\ .v .v + \\ \� I AVI G P IV:KET7AI P \ \ \ \ \ > \ \L \\ .l. \ \ �g3� 9 `I' S `I' \ \ A + \ 0 IPING F \ \\ \\ \\ \ \ Lam\ L \ 9`L16 .� .� .� \ + + \ \ + + +\+ + + + + + + + + + + + 4 + + + + + + + + + B \ \ \ 7 \ \ L \ \ �� NA IVE SEED \ + + + +\ + + + + + + + + + + + + + + EXISTING TREES TO REMAI \ \� \ \ \ \ TYP A _ _ + + + + + + �GHTIING F;ER + I + + + + + + + + \ \ \ \ \ \ \ \ \ + + + + I + + + ELLCTRtO P.+ + + + + + + + + \ \ \ \ \ \L♦ \ — — —\ — \ + + + + + + + + + I + + + + + + + + + + t + << + + + + + + I+ + + + + +. o \ + SNOW RtMOVAL A -RE + I + + + + + \ NATIVE\SEED to DISTURBED _ _ _ \ \ + + + + + + + + + + + + + + + + \ LIMITS, FIELb VERIFY + + + + + + + + + + + + + + + + + + I+ + + + + + + + + \� + + +o +a + + + +I + '�-- WRF+SEEq + + + + + + + 0+ q+ + + %+ + + + + + + + + I+ + + w+ + + + �-� + + + + + + + + +I + +_ +_ + + + +. + + + + + + + I+ + + w+ Lu + + \ \ \ \ \ \ \ \ \ \ + + \+ + + + + + I+ + + + + +/ + + + + + + +l + + +Z +L + + \ \ N,�TIVb E �� TYf E 'B' + +/ + + + + + + +/ + + + �+ + �+z + + + + + + + + + IA+IVE+D�T�JF2 SEF�D LIME + + + + + + + NAT+VE ED+YPE+B+++ + ,+++++++++ ++ + + + + +I + + + + + + + —\17 — + + \+\ + + +\ + + + + + + + + + + �1� + + + + + + + + + + + + \++++\ ++ \ —\— ++\+++++++ + + + +\ + + + + + \F + + + I + + + + \+ + + + + ��NATtVE SEED TYPE + +\ + + + + + + \ + + I + + 4- +\ + + +I + + + + + IF + \ \ \ \ \ _ + \+ + + \ + + \ \INF LTRATION�ASIN, + + + +\ + D \ \\ \\ \\ I \\ col ND-GRADti�tG P€ �, �9\ %y \ + + +\ + \ \ \ \ \ C1Y1L PLANS —( + \+ + + + + + \ \ \ \ \ \ \ \ + \+ + + + \ \+ + + + \+ + + +\ + + + + 37 — � NATIVE SEED TO DISTURBED E w LIMITS, FIELD VERIFY, \ / \ \ � / \ \ � d \ \ N � x F 1 \ \ I I C \ � I M Landscape Requirements: REQUIRED NUMBER OF PLANTINGS 7 8 Overstory Deciduous Coniferous Ornamental Shrub Site Perimeter (4,994 LF) 4,994 LF / 100 = 49.9 4,994 LF / 200 = 25.0 4,994 LF / 200 = 25.0 4,994 LF / 30 = 166.5 Building Area (101,328 SF) 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 300 = 337.8 Required Plantings 51 51 51 338 PROVIDED PLANTINGS Overstory Deciduous Coniferous Ornamental Shrub Total Existing 65 111 - - Removed 58 55 - - Existing Saved 7 56 - - Proposed 44 0 51 338 Combined Plantings 51 56 51 338 Requirement Met: Yes General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. 0 30, 60' SCALE: 1 "=30'-0" CONTRACTOR(S) ARE RESPONSIBLE Know what's below. FOR INCLUDE PRIVATE UTILITIES OBTAINING IITY LOCATES, SUCH AS Call before you dig. PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSONo 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Ldo---rson H� ®� Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CA L�Y X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. 'lO� C � Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE LAYOUT PLAN SW QUADRANT Scale: 1m003 r MN J + + + + + +o -pot + + I+ + + + +J 6- w+ + + _ +I + +_ 4 + I+ + + W+ W+ + +I + + W + I+ +/, + + + + 4 .+ 4 + + / + + + + + J+ +V J+ -6 + + + + + Q+ Q+ + + + +� + C+ +\ + + +. + +\ + + + + + + + + + + + + + + +/ +++\++ + + + + +I + + + + + \+ + + + +\ + + + D 2Y E — rt rt rt rt rt l rt I / I 4 / / 5 2 I + 3 + + + + I+ + , / I (�// III ' / + + + + + +I + + + + + + I+ 4 DRI16EwAY L +/++++ TUR+ + + + +SpD+ ++ +I� + + + + + +\ + + + + + + / +\ + t++++ / + t++++ +I / + + \+ l+ + + + I / + +\ + + + JI \ / + + � + + ++- + ++ ++++ I / I 11 I 1 III/ I IIl I III I l ++++/� ++ I I I I I I l l I + + + + + \+ + + �SEEd_/ seb LINt +f + + + + ++++ /+ + 4 + + + + + + + + + + /+ + + + + fy Il I I I (III I I + + - I I ll I I I / IIII III I I + + + + + + + + + + + )+ + + + 4. + + + + . + + / LAN �AI�E + + + + + + + 1 I ll l l I/ //I ICI + + + + + + \+\ + I I TO F EIyIAyN_% I / I ++++++++++++ + + + + + +I + + + TURF SEED + + -J + + + + + + + + + +++++ 4+ I + + + + + I + + + + + + + + + + + l + + + + + TURF + + + + + SOD +++++ + + + + I + I / l/ 1 I IIIII lI U /r � I +++++++++�TURFSEED TO // I 11 I I I/ l I Il/ll IIII l l I + + + DISTURBED LIMITS, + + + + FIELD VERIFY II/0I m +++++ + + /+ + + + + + + + + � I SEIED /SOD LI1NE + +/+ / I /l l I l IIII /Ilci + + /+ / / + /+ +` +l \ +++`��\ \Il+ I II l lll� I lc�b I / I + +\ \� + + + I III/I IIII / \\ + + I IIIII 11�1 I I I I III TM= SOD I I 6c I + + + + + + / / T TURF SEED TO DISTURBED I + / + LIMITS, FIELD VERIFY +I 1 1 NATIVE SEED TO DISTURBED LIMITS, FIELD VERIFY �( J� EXISTING TREES TO REMAIN I I IIII / III / I / 152nd l IIII l III l l IIIII I l l I l I/lll l l� I IIII �I l I I l IIIII I I — — I / I 1 /Ill l IP/ /IIII l l / � I _j 1K 1 \� �111 1111 / I I I I /IIII/ 111 I I � I IIIII I I I / l Ill I I \ IIIIll \1/ .I \ \ � IIIIIII I I l I l ll /1 I I I \ \ I IIIIIII I I I Illlll / I I� I \ \ I I IIIIIII I III IIII/I / 1 1 I� I \ I I I/ I IIIIIII I I III I IIIII I III I I I \ I ll I IIIIIII I / Ill I IIIII / II I I \ I I II IIIIIII I l�l /I �I�I� l I � I j \ I I IIIIIII I I I I I / I I \ \ I I IIIIIII I I ll/ l IIIII / I I�I \ \ \ I IIIIIII I I II/ I IIII/ / IIIII \ \ 111 IIIIIII I I I l�l I IIIII l IIII ��� IIIIIII / l I III I IIIII I IIIII \ \ I \IIIIIII / I 11 I IIIII I III \ \ l III /Ill/ I I 1 Illlll I / I I I 1 II /l/// I I I I IIII l I I I I II II11/IIIII I I I IIIIIII /l IIII I I /IIII I I l 1 I I II (IIIIIII I I I lI/I/I l 9�1 1 1 � II ill I�II11/ � I I Il/I/I l I II '' 1/ (Illlll I I I Illlll/ IIII 6 Landscape Requirements: REQUIRED NUMBER OF PLANTINGS 7 8 Overstory Deciduous Coniferous Ornamental Shrub Site Perimeter (4,994 LF) 4,994 LF / 100 = 49.9 4,994 LF / 200 = 25.0 4,994 LF / 200 = 25.0 4,994 LF / 30 = 166.5 Building Area (101,328 SF) 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 300 = 337.8 Required Plantings 51 51 51 338 PROVIDED PLANTINGS Overstory Deciduous Coniferous Ornamental Shrub Total Existing 65 111 - - Removed 58 55 - - Existing Saved 7 56 - - Proposed 44 0 51 338 Combined Plantings 51 1 56 1 51 1338 Requirement Met- Yes General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. I I I I I I I I I I I I / I 0 30' 60' I SCALE: 1 "=00'-0" NORTH, CONTRACTOR(S) ARE RESPONSIBLE Known what's below. FOR L DEPRIVATE UTILITIES OBTAINING UTILITY SUCH AS liall befOreyou dig. NC PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. L r NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSONo 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 L do--- rs o n ®� Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. C A L�Y X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE LAYOUT PLAN SE QUADRANT Scale: 10004 A B i 2 i 3 V A I 4 5 I' 30 �I I 30 // I SVO _ r I 1 I � I I I I 10 0 3O* ` - I - 3ffl �� T 1 1 3q I 30 3 � + + + + + + -++ + + + + + + + /+ + + + + + + + + + + + + + + + + + + + + + + + +/ + + + I I I 3 + + + + + + + + + + + + + + + + + +I + + + + + + + + +� � + + + + + + + + + + + + TFURF+SEEQJ0 ¢IST*BEP� + 1 I \ I I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LIWILTS, EPELD VER1fY/ + + + + + + + + + _+ + + + + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + + + +GAS +� I�AS+ + CAS + GAS G �S I+ GAS 1 �GAs TA SAS GAS GAS G� GAS SAS �---I +GAS'I I G�S GAS i 30 30 - + - + + + +\ + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + l + + t0 30 / a + + 30 30T- - -+ 30+�� T 301-+ + 3C t —� �O +30 +30 + + -P + + + +3� + + + + + + + + + + + + + + + + + + �+ + + + + + + + +\ + + + + + + + + + + + + + + + + + +\+ + + \ I �n + + + + + +/ + + + + + + + + + + + + .+- + + + + + + + + + + + + + + + + + + + + + + + + +\ + + -4 \ I I + + + + + + + + / + + + + + �I-_+ + + + + + + + + + + + + + + + + E+ + + + �+ + + � E+ + OE OE /---\ E E+ + + + 0t + + + 0-t + + + 0€ +!� -+ I—� 0E_ +— 0- - _ Y�) 4E+ + + + + y + + + \+ + + + + + + + + + + + + . + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + l OE q, E _+ + + ++ + OE+ + + + Ot + + + Ot + + + + + OE+ + OE+ —I—i� 0� _ 0� 0 4 + + + O+E I / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �I + + + + + + + + + + + + + + + MAFTCHVNE+SEE+SHEE-T L14005 + + + + + + + + / + + + + + + + + + + + + + + + + + + .— � �\ \ I / / � � I 3n + t + ++- + t + -+—+ i + t + _4_� + t + +� -0 ---- I- +�� + t + - +-- + 7'� + + + + + + + + + + + + + + + MA+TCH�INE + SEE+SHEEN L1+002 + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ I I I I \ I I + + + + + + + + + + + + + + + + _+ + + + -+- + + +- + + + +_ + + _+ -+ + + -+- + +- +- \+ + IF+ + + + + + + + + + + + + + + + + + + + + + + + +l l �//+ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + ++ ++++++++++++++++++++g2 ++++++++++++++++++"�+F+sE6 + +++++++++++++++++++++ + +++++ +.++++++++++++++ ++ + + + + + + + + + + + �E+ + + + + + + + + + + \+ + + + + + + + + + + + ++ +++ + + + + + + + + + + + + + +�+ + + + + + + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/ + +� I 1 / II I / I I I I I I I l I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-+ + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + + + + 93 + + + + + + + + + + + + +/+ + +/+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + /+ + /+� // l I I I // l 1 / + + + + + + + + + + + + + + + + + + + + + + + + + _+ + + + I + + + + + + + + +, + + , /+ + ,I 1 / / I I I ,I I I I 1 < < < < <�<�< r \ \ / / 1 \�__ --- �\ \\I\\✓// ///ram I i F-1 - - ------ i 4 / +I + 4 \ + + +//+ / I / + TURF SEED TO DISTURBED +( — + LIMITS, FIELD VERIFY - +I + I I l l I + + � + + /+ I I I 1 -----932----- + + / I + I I 1 1 j -ctr I + I /+ I I I III - -9&3-- - , I I 1 I + \ I I I l + + \ / + + D I\` I I I - + + + + + + + + + + + + + + + + I + + + /+//+ + + + + + + + \ \ 1 + / / Feo , 30 I j + + + c / / /� W / 7go�_F90 + + O j + + / / 1 I\ r \> \\ + + + I // \ I I GAs I + SHED 1 / / + + \ _ \ 1 A/S / / + + _+ / + + GARAGE + —+ I + + \ E + + \ + -+ \ \ I pp3 _ + + t`—_+ + +——+ +.+ + + + + + + + + + + + + + + + + + + + + + + +�+ + +T+ + + + + + + + / / I + + + + + + + + + + + + + + + + + + + + s€ + + + + + + + + + + + + + + + + + + + + + + I+ I + + + + + + + + + + + + + + + + + + + + 4PRO?ERT INS + + + + + + + + + + + + + + + + + + + + + +I + OEM + + 0f + + 4-OE + �T�T — i I \' \ + p + + + + t0 + + + 0 + + + �! + 1� 7 Landscape Requirements: REQUIRED NUMBER OF PLANTINGS 8 Overstory Deciduous Coniferous Ornamental Shrub Site Perimeter (4,994 LF) 4,994 LF / 100 = 49.9 4,994 LF / 200 = 25.0 4,994 LF / 200 = 25.0 4,994 LF / 30 = 166.5 Building Area (101,328 SF) 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 2,000 = 50.7 101,328 SF / 300 = 337.8 Required Plantings 51 51 51 338 PROVIDED PLANTINGS Overstory Deciduous Coniferous Ornamental Shrub Total Existing 65 111 - - Removed 58 55 - - Existing Saved 7 56 - - Proposed 44 0 51 338 Combined Plantings 51 56 51 338 Requirement Met: Yes General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. 0 30' 60' SCALER "=30'-0" CONTRACTOR(S) ARE RESPONSIBLE Know whars below. FOR OBTAINING UTILITY LOCATES, Call before you dig. INCLUDE PRIVATE UTILITIES SUCH AS PHONE AND CABLE CALL NO LESS THAN 48 HOURS IN ADVANCE. L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 VAA KRAUS-ANDERSONo 501 South Eighth Street Minneapolis, VIN 55404 krausanderson.com 1612 332 7281 Larson ®� Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CA11 y X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date Num Addendum 42 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: IMF North LANDSCAPE LAYOUT PLAN N QUADRANT Scale: L1.005 r J A / 1 ///;---9 ,\\ I \ + I 1—< < ' < < < 2 $ / \/ 3z -- \ \ , /--' 4 ` + + `, 5 I / Il I / 1 Q \\ 1 ` / 1 \ / T r r r r r + s-+ + °+ ++ �+\ --I \ l /� I I I // I I // \ \ I +T+ + + + + +,+ + + + + + 1+ \\ // 1 i\ 1 j I � I f + svo — sy — w0 — — — — — — — — — — — T \ i t + + + + +, Z+ + + + + + + + \ � ) \ / I Q v 1 l vvv 11 + /v , l -9 3 - I / I I c� \ 1 I - + — — — — — — �� <� i ` / \ 1 1 + + // / / I I _ - - - / // I I / I / I ) � I 1� / 30 I N I I + -+ + I &3 a nS I l 1 I; I 'I� I Ia I N ,,� I / I \ \ --/ 1 + + + A I r G / / /11 � / I \ C 1 \ 1 / I \ \ +I+ 1 II ,,\ I I GAS , / I y. I 1 \ 1 / n\ / — \ / \ • + SHED I / I r' I I l / 1 + ++ I CA I \ I I - J l / / \\ T I r I GARAGE 'j \ + ++ \\\ I I ` I I I / / l \ I \I \ I \ ----93 --- JG// + -+ + �I jl I \ 1 c / I, I � j / 30 _ � +— _z— — r _/ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I--__+_ + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + +I + \ / 1 }s * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + { + + + + + + + + + + p o + +� �T� 0E -4--+-:II-I I I- GE �—I—F-+-I a +T i i + + + 0 + + + +j + + + �\ s / I I + - / =+--*- OE i i 6 OE fit- GE --t-- - iOE 4OE �+OE �+GE +�+ + + + +�E+ + + + �E+ + +� + + i- + + { + / + - K y �Q OE OE of OE + `4 +� -+_ + + + + + + + + + + + �- + + + + +O + + + + + + + + + + + + + + + 0+ + + + 3C + \ \ , � ` 36 - 30 +�� - f -t + + + + + + + + + + + i� + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + _ + + + + + +� •--d I I I—�F -i--- 3P _ + + + + + + + + + + + + + + - �� 3 �_ - - - + + 0 30 3+0 3 � 0 3Ct _ 3fi /I 39 3� \ / 30 0 0 0 0 - 1 I \ 30 - 30 30 � 3 - �T ad, �T� 3e 1 1 I 3e -- - * -H rt--t i3 *-*- +3 +3 �+�+3 +� �- + + + + + + Q+ + + + + + + +_ -+_ -+- _+ + + + + + + + + \/+ + + + + + , + + + �� �+ �{ x + + + + + + + + + i- + + � + + + + + + ... + + + + + + + + + + + + + + + + + \ r\ + + + + + + + + + + + + + + + + + + + + + + + +I + , , ,r + + + + + + + + + + + + + + + + + + + + + + + + + + �k�r + + Y #aC+V+r� Lrf� 16 �/� +l\ + + + + + + + I + l + + + -, \ I + + + + + + _+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + + \ i \ \ / - + + + + + 30+ * + + + + + + +- -t + + + + + + + + + + + + + +- + +- +_ + + + + + + + + + + + + + + + + + + + + + + + ' ' GAS — GAS �'� GAS �—�GA9-+�A� GAS + ice GAS -+ -P Gips m-# GAIS �-� GA$ �� r6AS r i i � GAS � \ 1 �� 30 -+ + + + + + G41S -� GAS +-+ GAS T+cAY ` AS'-t+ + + RAS , , GAS �f GRS �� GAP �+GAS ��GASF�� 6A+S + -; _ cps �ASF�� �As eAs \ �cA31. c s 30 0 30 \ 1 GAS — Wks GA G S+ + � ASF tAS+�� 6As \ 7 t { + +- + +\ + + + + + + + + + + + + + + + +^ + + + + + + + + + + + + + + + + + + +/ + I �,, + I 20 �� / p ( 30 30+--+---F� 30F�----�+ 30F�--Tf 34 i30�+30 �+�+3� +��+ +T+` , \30 A 30 30 �3p 3e\ I C)I—I+I30 I I W t--+,-10 ���+30 ��+ + o-+ + + + +� + + + � + + + + +'+ + +\b + + + + + + + + + + +�. + + + + + + + +\ + + + + + + + + + + + + + + + + + +\ + + + \ `k / + + + + + + + + +.t + + + + + + b+ + + + + + + + + + + + + + � + + + + + + + ,+ + + + + + + + + + + +Z+ Z + + + + + + + \+/ + + + + + + + + /{ + + + + + +_+ + + + + +�_( + + + + + + + + + + + + + + + + .\ e + OE OE E / + +/ + + + + + + + + + + + + + + +�/ + + + + + + + + + + + + + + t + + + + + + + + + + + dL _+ + + + E+ + + + o� + + + + + oL T�I off - ��^ - o€G� � � R� + + + / / \ MN \ /OE OE 8H E _ off � Off �T K OE II GE ' I I GE I I —I- 0E �--�� OE\1--+-- _- a . M/ GE -7-- QE D QE ��I'� + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + I E OE \oE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + k-k +r + + + + + + + + + + + + + + + + + / + + + / + + + \ -b + + EF + + + GEF + + + 0� + �� + + + 0'c+ 0&�—�F Off� -i^ Oft. �--�� O� �� 0 �� %1 of \ Q E _ _ OE OE M 0&-�-4 OE-�T� I� pE I� OE �T� OE �--�+- OE G� � QE + + + + + + + + + + + + + + + + + + + + + + + \ I / I \ +\ * + + + I + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + I-L+ . . . I � 1 \ + + + + \\ \ � � +++ +� +—� +—� +++ +-F �� �� +++ +� �� +++ +� �� �� +++ �� +--ry- +fit —� — \\ + �+ + + +\� + \� �v+ 4 + + + + + + + + + + + + + + + + + + + + + + + + fl-+ + + + + + + + + + + + + +tur + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + \\ I I I I 1 I I \ +1 + ,�� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +o+ + ® + + + + + + + + + + + + + + + + + + + + dA,YW- ONE+§Et44 ��Ett1A FC�F+�IAN SdtA0EtA�66UI + + + + t + \ \ 1 I I I I I \\\\ \\ ,+ +\++++++++++_\- + + � + + + + + + + + + / -_ .\ + + + + + + + + + + + + + + + + + + + + + + + + + + + (P + +Or + + + + + + + + + + +_ + + +_ + + + + -t + + _+- + + +- ->_ + + -L� + 1 _+ -+--+--+ -+- + += - 4- + + +/ + \ \ I ,' I \ + \ + _ t t t + + + + + + + - _ +-+ + + + t + + t � + + _+-+ + +-+ *—�+- 4- �� t -+ -F- 4- ti + 4- I- �� mF + t + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + + + 1 / \\ _\ - -- -- + + +�+ + \+ +\ �+ + + + + + + + + + + + + + + + + + + + + + + + + + fl + +Jr + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + +/ + 1 / / I I I1 \ St I.- \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + I I 1 / l \ \ �?p + + + + + + �\ + \ \ 932 I I 11 I ' \ + + + + + \ + + + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + + + l+ + fi l I / # \\ 5 \ �\ + 4 + + + + + + + + + + + + + + + + + + + + + ++ + + + I l I I \ \ $y\ \ + + + + + + + \ + + + I + + + �I� + �I�+ + + + +A + + \ + + + + + + + + + + + + + + + + + + + + + + + + q) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + + + + + + + I / I I I I \ \ \ \\ \�\ + + + + + + + + + +\+ + + + + + + + +I + + + \+ + + +\\+ + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\ + + + + + + + + + + + + + +l+ + 1 I1 I I q, �I I \ \ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + - / / / \ \ + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + \ I I / / q` / I \ \ ">Z \ \ \ \ � ��� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + ,+ + + + + + + + + + + + + + + + + I 1 / d I ` \ \ ` \ / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / 1 / / \ \ \ \ \ + + + + + + + + + + + \+ + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + + + + + + + +, + + +-+ + + + + + + + + + + + + + + +/ + + , / / \ \\ `1 \`\ \\ \\ + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + +ILr + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /F + + /+ + � -1 / / I I I / `\ �\ \\ \ \ + { + + + + + + + + + + .... + ... + + + + + 1- + + + + + + + + + + + + + + + + + + + + + + +G+ aZ + + + + + + + + + + + + + + + + + + + + + + + + + + _+ + + + I + + + + + + + + + + +//+ + ,I- + 1 / I I I 1i 1 I I \ `\ \ \ + a + + \+ + + + + + + + + + /+ + + + + + \+ + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +l + + + + + + + + + + + + +l + / I Z I I I I I \\\ \\\ \\ \\ \\ + +� + \t + + + + + + + + + + + + + + \+ + + + + \ + + + + , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /+ + + l + + I l I I I I I / 0 I \\ \ \ \\ \ \+ +\ 2'� + + + + + + + + + +/ + + + + + + +\ + + + + +t\+ + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + /F +\ , l I I I I I I ' \ \ \ ` ` + + + + + + + + + + + + \+ + + + + + +\+ + + + + + + + + + + + + +Q+ Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + +l`f'14+U/r� ++�� + + +/ + + +/+ /+1 I / / I I I / 1 I \\ \ \\ \ \\ \\ N b % + + + + + + + + + + + + + + + + +\ + + + + + + + + + + E + +fir + + + + + + + + + + + + + + + + + + + + + + + + + 3� + + + + + + + + + +I /+ + + + # I / I I \ \\ \ `\ \ \ \ \+ + + + +_ + + + + + + + + + + +\ + + + + + + +\ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + 1 + + + + + + + + + + + +/ +I + 1 I I I ' I 1 1 I I I I \ \ \ ` \ \ \ \ \+ + \+ + + + + -+-+ + + /+ -*-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + I+ I I I I l l 1 1 I \\ \\ \Zk \ \\ \\ \\ \\ \\ \\+ �� + + + + + + / + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / + I I I I I + \ \ t + + + + + + + + + 1 \ + + + \+ + + + + + * + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + I I I I I I / I I// 2 \ tR \ \ \ \ \ t + + \+ + + + ± -+ + + + + + + + + + \+ + + + + + + + + + I / V l I I I I -7 1 / `\ \ \ \ \ \ \ \ + + + + + - + + + + + + + + + +\+ + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + + I+I + + +I+ /+ -1 I I I I I I It I I , \ \ \ \- + + + + + + + + +/ + + + + 4 + + + + + + + + + + + + + f ti + + + / + + + + + + + + + + + + + +I + + I+ I I / I I 1 \ \\ `\ \\ \ \\ \ \ \\ \+, + + '-- + + + + + + + + + � + + +\\+ + + + + + \ � + + + + s33 F +- + + + + + + + + + + + + + + + /+ { +/ I I I I I I Ff I ' \ \ \ \ \ \ \\ \\ \ + _+ + + +-+--+--+ + + +-\+ + \ + + \+ + + +\ + + + + + \ + \ m ++++++++ (� + + + + + + + + + + + + + + +/ + +/ +, / I / I a I \ \ \ \ \ \ \ \ \� + - + + + + + + +\+ + +\ + + \+ + + + + + + \ \\ + + + + / + + + + + + + + + 4 + + + I+/+ l+ I l I , I l 1,'I, \\ \ \\ \\ \ \ \\ 4 + +� + + + + + +\\ + + \+ + + + + + + + + +\O + + + + + + l+ + + + I ' + I + I I l I 1 I I \ \ \ \ \, \\ + \� + +�+_ -+ + + + + \+ + \+ + + \ + + + � + + f + + + + - + + + + + +/ +I + + +It+ + 1 I " l 11 I \ x \\ \ \ \ '\+ + �-+ + + + + + + + + +\+ + +\ + + + \+ + \ \ + � + + + i + + +/ + ++ 4+++++(4+� fF l I I �P 1 1 \\ \ \ \ \ \\ \\ _+ + +-+-+ + + + + \ + + + + +\\+ \\ + ++++ +++ ++ 2 I - / \ \\ \\ \\ \ ++*++f++++++.+ +++ . ++ \++++ \+ + +4 +++++ \ ++++ + + + + + + + ! + + + I+ Il+ + /l//// / /�1/ / \ 0\ \ \ \\ \ \ \ + + - + + �--�.. + + + + \+ \� + +\ + + +\ + + \\ + + + + + + + 9a / + + + + /+ 5+V-II+ I l l / ✓'I'' /I I \ \ \ \ `\ \\ \\ + + + + + ` + + + +\+ + \ + +` + + +\ + \ + + + + + + + / - + + I I I I, �y I \ \\ \ \ \\ \\\+ y ++++4++{++{4++%%+ X ++\++++� ++++ ++++ \\ ++++ + + + / + + + + + 1 ( I \SOD � \ `\ \\ `\ \ +� k + + 1+ + +-+ + + + + + +t\+ + +\ + \ + + ++ // +++ + I+++++ �+ / I I I l 1 IRRI(p ED TURF I \\ \ \\ \\ • + + + + + +\ + + + -+\ + + ,+ + \+\ + + \+ + +\ + + \\ I + + + / - + + + + + 1 I I I I IJ I I \ \ \ \ + + + +\ + +A + + + + + \ + + \+ + +\ + + 4 + \ + + + + + + + 1 I 1 / ' \ \\ \\ \ + +\ + \+ + + + { + +\ + + \+ + t + + \ + \ �ry + + + , + + + + I I I I I + + +. + + + + + + \+ 4 + + + + + + + + + + + + _ � I I \\ \v vV v mN + \ + +\\ + { + + \ + + \+ + � + - + + 1+ + + \\ + + + 1 �� �o� + / + 1 I I I I l I 1 , + + + \+ + + + +\ + + + + + 1 + + + \ + + 1 J .. + + + + I+ / / I I I \ \ \\ \\ �b a \ \ +�+ + + + \ + + +\ + + \+ + + \ �� *+ ++ + +, IRRIGATED - \ + + + + , I I n I I \ \ \ +t+ +\ + + +\ + + +\ + \+ + + +\ + +, + + + + r + 1 + + +,/+ + + I I I I I I I% I I I \ \ \ \ + + + + + \+ + + + \+ + \+ + + + + + + + + + w+ + 1 I 1 I I I l I I It I \ \ I + + + 1 / _ \ \ \ \ + \+ + + +\+ + + +\ + +1 + + \ + + + + + + � .TURF SOD / I / l , \ \ \ + + + +1 +---+-+ + +t, + * + + + + + +t + + + \ + + + ++ +�++++ I` - +�++' +++ ++ I / l l I I l II \ \ \ \ + I+ + + + + + + + \+ + \+ + } + \+ + + + + + •. + { + + / I W + + + I l l 1 / l l I1 I \ \ 1 V +1 + I + + + + + + + +\ + + + + + + / I / \ \ I 9 t } + + + + + 1+ ++\+ + } \ + + +\ + +++9zd +++ r \� / / / 9�3 + ++++++1 l l ' I I 1 I I "I I I \\ \\ I I�} + I++\++++++++++m 4 ++ ++++++ +\�++++ - + + + + 30 / + + + III I I Il \ 1 11 I I + \ +\+ + + + +1+ ++ + + + + I+ + \r�1 ' - + + + + I I I I / 1 I I lI'll I `\ \\ \ I ` ++��+++ ++41++ +1+ ++� +++ \ W - -� -� +++ ; / e + ++++ / + 1 I / I I / L , , 1 1 1 I / / I I -II \ \ \ 1 + + \ + + +I + +I + + 1+ _ _ _ + + \ /I l / - + + + + I /I I / l I lIyII , + + + + + + + - l l 'ii ' \\ 1 11 \\ 1C_ 1 � -� - / , ++ � r / I ++++++ >'++1++ I 1 I l I I ill 1 / 11 I \ + + + t + + + + I I I / - I ll \\ 1\ 1\ \\ 11 W I W +++. + - 7 - - /- - - T , I ++++ ++t++/ T', / // 11 / / ti I l \ \\ \ \ W W I � I - - -/- - 4- - ++ / , + + + + 9' I / / I I / \\ \ \\ I IW 1, ' l l l - L -� - WI I , l ��_ - I + I+++++I I 1, I I I I \ I I W W � - I- C /. + + + I ll 1 / 1 / \ \ \ I I /�/ ,, -k / � - �- - 7 - - I - - + + I + l 1 / l I / a l 1 l III l \ \ I I / I / / - I— -I - -/ - - -7 - - l + - G1p ' 1 I l + + 1 + lI l l 11 , I I I lI I I ' \ \ 1 II /I 1 W W W W r - - IL - I- - - l- - l G ��� l ++ +++ I ++I ++ I% I 1 11 I I / l l \\ 1\ I I ( 7 1 �� % - I _L - - I- - - I \ \ 1 \ \ / %` W -l- -/ - I - --I - - + If - ' ++++ + +++�+ I I I I I I /1 I I \ \ I \ \ 14 / � * W 1- - r -I- �- , I +++++ +++t .+,,,fFI I 1 I l I I I l2 I ' \\ \ \ \\ \\I / I W I -I =� - Y- _ _-1 , I _ �� I + + + + + I I l I' i I I l I C A\ \\ \` A � I l% L _- I - I w ' ++ ++++++ % 1 I /l l 1 1 I I 11 I \ \ \ W' - - L -� I + I 1 y _ /s3� + + + + l I Il 1 / / IIIII I \\ \ \ I II� II \ / W l 1 - - r - e� - I+ + + I l l /, l 1 / / Iran 11 I \\ \\ \\ \I 11 III \\ % , / - � - - - - I - i ' e I EDP .I ' + ++++ / +1+ I r� I I I/ l I i �l I 1 f- \ \\ \\ \\ 11 1 \ . I I - T - _ _ II- _ - I of - F S +++ ++ ++ + I l I l I I , I 1 / �I ' \ \ 1 1\ 1 1 \ -/ - _ I +++++ ++I++ I l I 1111 I I I / yl I I ' l \ \ \ \ 1 \N* \ �■■ 1 �- 1 _- 1- m w / P I I / 1 I I I 1 1 I a \\ \ \ \ \ 1 I `' \ W 1 - - _ I _ N N ° - \ I I �I + +/ + +I + I I I I I I i I IIII I I \\ \\ \\ \\ \\ 11 II \\ W II I -1 - - / rn +' ++++ +++++ / I I I I� l I I II l 11 I \ \ \ \ \ � \ \ \I _ I - - �_ _ - \ \ \ \ \ `\� \�I 1 .�- I -f I - - I - , I_ + + + +/ i/ l / I I I 1 / ' I �1I \ 1 1 1\\ \ �\ I � T i I --, I I I 1 I I I I \ 1 1 1 \�\\ \\ \ 1 \\ ♦- -} - - ,- 1 - r r �� - �� + ++++ + �/ l Ill l I I I Sb0 1 \\ \\ \\ \\ \q \ \ \ II V . - \\ - - - \� / i I -I + ++ +4+ l l l /'I l I I l �l I I \ \ \ \ \ / \I \ \— —\� — — —, - I \ 1 \ � — — — — — t 1/I 1 I Ili i �i 1 \ 1 p + + + ' I i t ' ' / ' ' 1 11 I � Il II II ' W T_ —II EtIGATFD-I ' \ ++++ ++ +++ If I II l / l I II I I II It I � II 11 I - -TURF SOD- + // I + + + * + / I/ I l I 1 I I / 11 l l I I I I I I� I 11 / \ I -" - -- I I I \ I ,I >.� ++ ++++ +1++ I t I I I, 1 j j! % 1 I I II I 11 III I" 1 / + L I ( / l - \ + + + I // I I I III I //p / \ 1 '\ I I I I I- -I --- • ++ l I II I 1/ III I 10/ I I / \ \\ I 1�1�f I I�, L - I -- I I ++I++++ + /+ I I/ 11 I1 I I 1 1 /IvI/ I I W I I - / / III I \\ \\ \II\II I WI - - - - I I PROPOSED BUILDING 36 + & I I I I I IN ++ I +J 1 / I l 1 I I , I'\ \ \ 1 III I I / NI rn -1- - - I + + + It/ / I' I I I I /� I V A 1 1 1 1 `I I I - 4--- W + -gas ++ I+ ,+ I // 1 1 1 I 1 1 \ 1 1\1I7 I �- - + + + + +, ' I I l I 1j1� / 11 \ \I 11 1 1 11 11 II / // I - W I ++ \ +++ I +++ + I I I I I j 1 / �11 / I II / I 11 II 11 1 11\ I 1 W -I - , $� / �, - + / + + + I I I I iII I I R?Il I I I \ 1 W T +++ I= I / I / I/ Fill I I 1 1 1 1 1\ \ 1 I s l 1 + +++ I I , I I ,� I I I1 II 11 II \I 11 \\ I 1 -` I � I + / I 1 + + + I I I I / /l / l l I 1 \ I 1 I , \ / + + I+ I I ) I I / 11/ I // , I I 1 ++ q� I l l' l l 1 1 1 I\ 111 11 \ � \\ 1 1\ W \ 1 ++ II a I +++- I l I I / lI/ .V l \ 111 I I I \ \'\ W W W I // I I I ++ f + +I I I I I l l I 11\ \II \\ \ \ W I\W I 1 I 1 l I I ' I 1 ''I/if/' I '\ 1 4\ \ I I+ + + +I / I I /,�'�' I 1\ 1 \\ \\\\ 1\ `\ \ LL \� , - -- _ o I ++++ +++ + I I I I 1 Idil l RI l \ \ \ \ \ \ 1'� \\ W \ W \+ l lL - r 1 + + + + / I I I l Ill 9)I 1 \\ \\`�'\\\\\ \ \ \ I 11 W \W +I I // \ ++ ++++++I I I l ///I 1I// I \ T! \ L I \ \ 1 Y \ +++++ I +I I I I ,Ii I I I I' I I D \ 1b\\ \ � \;P c��\W W 1\ \W W "b I+ I 1 ++++++ ++� I 1 I I /Iq' 11/ i9i / I MATCH LINE - SEE SHEET L1.001 FOR LANDSCAPE LAYOUT \ 11 \I \\\ \,\ \\ \\ \ \\ ` W ��\W t !�,� \ `\ + +� + + I ++' i I I i I it l l /II MATCH L� E - SEE SHEET L1.002 FOR LANDSCAPE LAYOUT I I I I\ \ TW 1 \ 3 a � ,TIC T 11 'I I I 1 A V A A A\ \\ * F\ \V A �m \ ++++ +++ + l/ l 1 I I 1 I l/ I ��I I/ MATCH LINE - SEE SHEET L1.003 FOR LANDSCAPE LAYOUT \ 1 I 1 1 \ \ L \ \ s \ \\ �� , / + + + + + I ,�/ I I I I 1111// ,l / ' MATC L E - SEE SHE�T L1.004 FOR LANDSCAPE LAYOUT \ 1 \ 1 1 I \ \ \ +\ \ \ / , + + + I I I I IIII \ 1 1 1 1 1 \ \ \ \* I \ \ \ I / + +++ I I I I I I l IIII l/ 1 I , I I I I I/ \ \ * \ W \W \ \\ \ / 6 r + I+ + + I / I I I I IIIII l I 1 / I I I I I 11 11 \I � \ .\ W\ ++ \ \ \ / ' / / ++++ J I / I I I I ,l1 I I I 1 I I I ' II 11 11 II � I I \ \ +c W \ \ \ \ 3, \ \ / / y \ / � I III I 1 I I lI I 1 \ m \ j \ \ a ti +++ I / I, I I I I 1 1 1 11 1 \ \\ w \ \ \ / \ + + + 1 / I 1 I III 1 1 1 I I l \ 1 1 \ \ \ a N o w \* \w ++ + I / I I I I I 11/ 1 1 ll I / 1 1 \ \ �\ \�\ \ � � I z + + + I + I I III I I j'I Ill I W \ W \ W \\ \\ \\ \\ U \\ �\\ \ W\ �\ W +�or 6 \ 9 ++++++ \ ++++ / I /1/ I I I 'Il1 I/' �I 1 I \ \ \ \ �;\ \ \ \\v \\ W 4 W'\ + \I c o + + + , + + I I III I I 1 I 1 Ill ll l I I A , , vI1 V A A \ W \ v AW k\++� I / I Il/ l I , I III 11 /1 I \ \ \ \ \ \ \ or � I y � + + + fi + + , I Il/ l I I llI 1 1 A \ \ \ W W \ - 7 \ I A + + + + + // I I I /III Ill l \v " \\ \\ \\ \V A A A % \\ W \ W\\ W vV* +vet �m / / Iq_�7 I ++++ ++++++ I l lIf I I I ' l l 1 / l 11 �I l , I \ \ \ \ \ \ \\ - \JJ t W \� f \+ I a e I + + + + I I I, I, I l//l I I 1 I _ \ \ \ \ \ ,\ \ \ W\ W \W W\ W +++t \ I ' I ` << / }++ +++{ + I I III I I / I lI/I r 1/1 / I \ \\\\ � ,a W\ W .J W W 1 1 Ill , IV, l \ \ \ \ \ 1 \ \I I \ r � W \ \\\ I 1 ' + + + I I l l I / , ,/,/ 11/ I \ \\\\ 3. 1 ,- I \\ w \ \ vy'so W W I I I ++++++ I +\ I I ill ,, I, / I I /' l \ \ \ \ V \ 1I I �\ J e + 33 \ I I �� I + + + \ I I I I I , ,III l 111 I \ \ \ \ 1 \ \ 11\ W W \* + I \\ cc } IRRIGATED + + + � I I I I1 I' I till I 1/ly I ' \\\1 \ \ \ \ y \ \ W W q2 W� - W 4 + \ + + + + I I / II , II,I / 11 \\ \ \ , ! \\ \\ g2� \ - ++++++ ++++ ++++++ + + TURF SOD 1 +++++ ++ I 1 / I I / / I Ill, / 1/I / I ' l 4 \ \ \ \ % \ \ \ \ + + +\ + + + + + + + + + 1+ + I / I I I I Ill, I ,III I \ \\ \\ \\ \\ \ \ \ - \ � �� + + + + sz + + + + +11 \\ + I + + I I /, I I I I I I111 I III I ' \ \ \- +1 I l l I I I \ \ \ \ '* \ \�`\ W � -\- - - ` � + + + +\ + + + + + + + � + + + + + + + +\ + - + + + + + + + 1 / IIII I l I 111 I llI , \ \ \ \ \ \ \ \ \- + + + + + + + + + + + +I + + + + +I + + + + + + + + + + + + 1 I I I I / I I I III l 1 I \ \ \ \ \ \ \ \ � - '—I - + + + + I + + + + + << + + + + + + + + + + + �\ + + + + + + + + + + I I I / l I 1 I it// I / \ ` \ \ \ ♦\ - r - -\\ - \ + + + + + + + + + + + I+ + + + + + + + + +\ + + + + + + + I + + + I I I I I I I IIII I/l� \ \ \ \ \ \• - \- - \ + + + + + + +/ + + + +{ + + + + + + + + + .I + + + + + + + + + + + 1 I I I I I /1/ I ly I \\ \\ `\\ \ \ \ \\ ` \ __- -� + + t + ��/� + + + + + \+ + + + + + + + + + \+ + + + + + + ++++++ I I I, I I IIll/ I lI I \ \ \ \ \ \ \v - - �+ + + \ + + + + + + + + + + + + + + + + + + + + + + (1 / ' I ' IIIII Illry , ' \ \\ \ \ \ \ \ \ \ + + + + + + + + + t + + + + + + + + + +\\+ + + + + + + + + I I III I I ,//, N \�, \\ \\\\\\ \\ \\ V \ ��— - - �+ e +I++++++++++++++++++1+++++ +++++++++++ ++++++++ +++++++ ++ / / IIII I I ", I 111 \ \ \\\\`\ \\ \\ W \ - "� � - \ \ + + I+ + + + + + + + \ + + + I+ + + + + + + \ + + + + + + I I III I I I lI111 I1 ' co l \ \\ \ \ \\ \ \ - L \ \ \+ +1 + + + + + + + + +t\+ + + + + + + + + + ++ + + + + + 1 III / I 11//I , I/ I \ \ \ \ - - \ " + I+ + + + + + + + + + + + + + + + + + + + + + + + + + +I I I lI I IIII l w\\ \\ \\ \\ \\ \\ W \ \ ` - - - \\ \\ �++ ++++++++++++++++++II+++ +++I++++++ +++++++++ \ +++++++++++ h\ + f ---�/ I I I / I I I / I IIII/l I I I E \ \ \ \ \ \ - 1 ` I I I / I I , IIII 1 /I ` I w \ \ \ \ \ \ - -\- -\- \+ + \+ + + + + + + +I + + + + + + + + + + + t + + + + + + / 1 I / lI I I I ,III, II' \\ z \ \ \ \\ \ \ \ \ - \ - \ + + \+ + + + + + + + + + + + + + + + + 1+ + + + + + I + + / 1 I / /I I I , /IIII I I \\ I g \ \ \\ \ \ ' \ -1 -( + +y + + + + + + +/ + + + I+ + + + + + + + + + + + + + + + + + + I I / / 1 I I IIIII Ill \ l \ \ -+/ + + + + + + + + + + '+ + + + + + + + / I / I 1 / Ib \ \ \ �'C \ - T T I I ' I 1/I1 \\ I \ \ \ \ .V\ \- - \- -I I � / III __ / 2 \ \ \ \ \\ ` \ - � - t I- 1\ \ +++++++ +++++/++++ +++++++++ ++++++++++ +++++++++ 4+++++ / + ' +�r1 I I I I I IIIII l' -\ § SW QUADRANT \ \\\\\W--I-1�,++++++\+++++�+++++++++++++`�++ +t` \1111 j11111 / SE QUADRANT _ \ \ \ \ \ -\- -I- � s +�k + + + + 4 + + + + + + + + + + + + + + +,+ + + / + + + , I I I'll I / \ \ \ \ \ \- _\J 1- ` W + +\� + + + >f + + + + + + + + + + + + + + + + ±/+ + + + / I + + \ + IIII/ ' I r \\ \\ \\\`\\ \ - \� T-+++\�++++++*+++++++I+++++++++++++++++++++jlf++++++++++ \ +� + l 1111I1 �' I I \ \ \ \ \V -\-\-� - + + + + + + + + + + 4 + + + + + + + + + + + + + + l I \ `\ \ \ \ `\ \ � \ _ + + + + + + + + + + + + + +� + + + + l + + + + + + + \ 1 I III I l c: w `\ \ \\`\`� \ + + +\+ +-+ + + + + + + + + + + + + +\ + + + + +l + sw ' ,Ill l n' ! , \ \ \ + + + + + + +\+ + + + + + + + + + + ++ + + + + + + + / 1 / I I \ \ \ \ i N\N�s — \— —\— — +. + + + + + +`� + + + + + + + + w \+ + + + + + + + / I �s I 1111 I I / I I o \\ \ \ \ \N so -\- -\- -\ + + + �\+ + + + + + + + + + + + + + + + ++ k + + + - �/ 1/I/ I 1/I6 I I 1�3 +++ ;1,�++++ I / o \\ \\ \\ \\ `1 N�\\ - \11 � _ m� rn W ++\ + + + +\ + + + � + + + + + + + /+ + + + + + + + ++++++++ +++- - I l IIIII III , \+ + + + *\ + + +� + + + + + /+ + + + + + + `\ \\ \\ \\ \ -1 - \ - % - + \ + + + { + + + + -+-+ + + + 4 + + + + + / + + + + + I+ +,/+ + I IIII I / 1 I \ \ \ + + + + + + +I + + + + + +\ + + +� + + + + + + r + + + + _ IRRIGA ED TURF SOD d \ \\ \\ \\ \ \ \ - \\ _ \\ - W \\ - / / //? ' 1I / I 1 + + + + + + + + + + + + + + + + + + + + +I \ \ \ \ \ \ 7 \ \ + + + + + + + + + + + + \+ + /+ + + + + + + + + + +, �_, -ae + y I 111 / 117 l - +\ + + + + + + + + + +l + + + + + + �L'.+ + + I 1 L R \ \ \ \ \\ \\ - \ \ + + \ + + + \+ + + + + + I + / + + + + + + + .1 4 / 1 I I It/,/ IIII ' X a \\ \\\ I - - T- t !} 1 / Ifill/r I I \ \\ \\ \\ 1 ` -\� - + +\ + + { + + + + + +\ + + \+ + + + + + +/ I v � I / I 11/111 I/ I l \ \ \ \ \ \ -� \-+ \\ + + I+ I+ + + + + + + + + \+ + + +//+ + I / , , 5III I / I 11/11 I k�l I \ \ \ \ \ _i - __.� - + + + + + + + + + + + \+ + + + + + / —�� SV9 I I I I III I I I ' \\ \\ \\\\\y \ = i i +++\++++++�++++++++++I+++++ \+ ++++++++ + ; i; Sb0-r�SVO I 11'11 1/l `7 - \ \ \ \ \ \ \ \ - \ + \+ + 11+ + + + + + + !+ + +\ + + 4 / �� 1 / I / III1/ \ \ \ \ - - 7 + +\ + + + + + + + +I + + +I + + + I+ - I I I I I \ \ \ \ \ \ -\- 7 - \_ ` + } I+ + + + + + I + + + \ / I II I I I/lll I I I - \ \ \- `+ + + + + + + + + + + I I 11 I I \ \\ \\ \\ \ I - � \ I am �\ + + + + + +�+ + +I + W / / \`, I I I /I/l/ 11I \ \ \ \ \ \ -\- -\- a \ + + +\\+ + �\ + + + v W �� / I / I IIIII I I2 I \ \ \ \ \ \ - � � - � a I+ + + + + + + + / I /l \ \ I I 1 I /IIII / I� \ \ \ \ - \- L - -\ -, a\ + + + + \ + + �/ I `31� I I I / 1 111 / / \ \ \ \ \ \\ \ - � -\- -\ r + + + + + � W W \W b ` � \ I I I II 1 /IIII /II \ \ \ \ \ \ \ - \ \ - \ +\,+LU+- + + + + 1JW W W\ W \ / I / / I I1I1 // 1 \ 1 \ \ \ 7 I + GL + \ + +/\ \ / \\ I 1 / I / IIIII /, 11 / \ \\ \\ \\ - I- 1 - -1 - \ ++Qr/� ++ W IW W �r \ \` \ 1 I \� l \ \\\V_LI J I \ \ \ \ � \ I VI \ \\ \ \ , ` \— 4\W W `YW—W--W W�,7�,y. W \\W �y W \ �.9 \ __,—�$ --- \ , / I I \ \\ \, \\ W W \ W \ W * W , W '\ W� W —,T W \ __--I Ji— I F \ \ \ \ \ �— — — — — — W W W W W W W W\ a\�� W\\W ��— — _\l OE / / - I \ \ \ \\ 1k O W W W W W W _`!_— W\\`W_— W \Y�—* — —i-1 I II I\ I /rI \ \ \ - \ � .y W W W W W W W W `\W`"I —*, W —� -- I I I \ / / ////I / II \ \ \ \ \ ` i - _ _ �\ I _i I 11 / ///// I V �p \ \ \W \ \ W W W W W W * _V_ W—�W \ W\\W I I I / ////// I Ill (� l \\ `\ \ ` \ ��� —� Y - W W W W W W— W W Y \\W \\� W W--�// I / I I / l Ill ll I1 / / \ \\ \ \ —\ — \ J .id W W W W W W W W_ * --k Z\ / / I , \ l IIII / \ \ —\—L L �— \ \ l/ I l I l l Vill 1 ' \ \ W\ \ —\\ —I� W r W W W W W W —m-\ W -,y Il l \ \\ \ \ T \— W .y--alb\ W W W\\ * W \W \ `A /Sll I II lI It I /Ill/ \\ \ \ � — —\ � W W 4 _tic_ W W\\W W \ W `\W W + Ii/ III , I I I / IIIII ,11I I I \ \\V \ ` _��IF— '\ W W W W\\ W W \� W\\ W\\W \� III / l ' I I 111 11 I aI]-+JI I \\ \ \S \ -LLt- — `W W * *\ W W w W\ W I I / I / IIIII „ Ya V �'c - v T vv W W �V r w `,, *'v v IV II I l , //Illr A /ill II1 y �\ \-C/� -f/� \ \ i \ III I 1 /IIIII \1/1' I I \m 'a s \ � \ \ I l l I l I Il ll1 I I I \ b'� 2 5s c 111 W W \�I j 11/ I/ I I I / 11/111 fit I \ s \ Z Z__ W ter- W W a \ IIII I I I I / /l/l// III I 1 \ W \W \ W W \W . W \ I / I I I I I I ,/ l lull I I \ I \° W W W \\ \ \I III 1 / I I ' I / l l/1// , // /I \\ ' I \ w w m w w w r \ I IIIII I I I I I lull l I \ I \ W * * W W \ \\ 1 % \ II11/ I I , I l 111111 IIIrTiI -9F9_, \\\ \\\ \\ $\ W \\\ \\ \\ II \\ I IIj1 I I I l 1 /it l' IIII ��\ I \ \ \ - I \�l IIIII,/ I / I I Il/11/ II�I,I \, 1 I I I I 6 1 Irrigation Legend: 7 IRRIGATED AREAS 8 L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS General Notes: 3.32 Minnesota Street, Suite W2000 Saint Paul, MN 55101 1. See Civil Engineer's plans for site plan layout and dimensions. woldae.com 1 6512277773 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. KRAUS-ANDERSON, 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way 501 South Eighth Street boulevards, unless specified otherwise. Minneapolis, MN55404 5. See Civil Engineer's Plans for proposed utilities. krausanderson.com i 612 332 7281 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and 1. L rs o n schedules. Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com Seed / Sod L e a e n d . \ 2020 Larson Engineering, Inc. All rights reserved. TURF SOD C A X ... **1 .....:..,.:�1,-.!' .. ...'.... .,;.-..,,:_�...'�:1. DESIGN GROUP Landscape Architecture Planning FESCUE SOD 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com NATIVE SEED TYPE 'A' y IV NATIVE SEED TYPE 'B' + + +++++ TURF SEED 0 60' 120' SCALE: 1 "=60'-0" CONTRACTOR(S) ARE RESPONSIBLE Know what's below. FOR INCLUDE PRIVATE UTILITIES OBTAINING IITY LOCATES, SUCH AS Cal lbefore you dig. PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. r I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North OVERALL IRRIGATION LAYOUT PLAN Scale: 1m006 J 2 1 3 4 5 1 1 1 Landscaae Notes & Reauirements: 6 7 8 1 PLANT SCHEDULE L NEW ELEMENTARY SCHOOL A B D C F FACE OF WALL OR BACK OF CURB. 4" DEPTH MULCH. SEE LANDSCAPE NOTES. SUBMIT SAMPLE. 1/8" PROFESSIONAL BLACK STEEL EDGER WITH STAKES EVERY 18" (MIN). RYERSON OR EQUAL. FINISHED GRADE. 3 OZ. FILTER FABRIC, TURN -UP AT EDGES, OVERLAP SEAMS 4". PITCH SUB -GRADE TO DRAIN AWAY FROM BUILDING WALLS & CURBS. NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION. MAINTENANCE STRIP WIDTH VARIES, SEE PLAN. TYP. LANDSCAPE EDGER SECTION NOT TO SCALE NOTES: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. FIELD MARK NEW TREE LOCATIONS FOR THE APPROVAL OF THE LANDSCAPE ARCHITECT INSTALL 6" DIA. WHITE PVC TRUNK GUARDS ON ALL NEW DECIDUOUS TREES AT TIME OF INSTALLATION. STAKE TREES ON SLOPES OF 4:1 OR GREATER AS SHOWN IN DETAIL 6. ABOVE -GRADE STAKES AND GUY WIRES ARE PROHIBITED. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. MULCH RING: 6 FT. DIA. MINIMUM FLUSH TO GRADE OR 1-2 IN. 4 IN. HIGH EARTH SAUCER HIGHER IN SLOWLY BEYOND EDGE OF ROOT BALL DRAINING SOILS. (FOR ISOLATED TREES ONLY). _ - EACH TREE MUST BE PLANTED SUCH WOOD MULCH. DO NO PLACE THAT THE TRUNK FLARE IS VISIBLE MULCH IN CONTACT WITH - AT THE TOP OF THE ROOT BALL. TREE TRUNK. MAINTAIN THE I II, - TREES WHERE THE TRUNK FLARE IS _ MULCH WEED -FREE FOR NOT VISIBLE SHALL BE REJECTED. AFTER PLANTING. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. REMOVE ALL TWINE, ROPE AND IF PLANT IS SHIPPED WITH A WIRE BASKET WIRE, AND BURLAP FROM TOP AROUND THE ROOT BALL, CUT THE WIRE BASKET THIRD OF ROOT BALL. IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE PLAN, SOIL PLACE ROOT BALL ON UNEXCAVATED OR BACKFILL SHALL BE GARDEN BLEND TAMPED SOIL. SOIL ( EQUAL MIX OF COMPOST, ENSURE PLANTING PIT PASSES REQUIRED SAND & SOIL) PER NOTES. PERCOLATION TESTING. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE 1 TWICE BALL DIAMETER NOTE CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK. PLACE ROOT BALL SO THAT BASAL FLARE IS 1" ABOVE SURROUNDING GRADE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TREES ARE IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. ROOT BALL TO SIT ON MOUNDED SUBGRADE, REMOVE BURLAP FROM TOP 1 /3 OF ROOT BALL MULCH - 4" DEEP - PER NOTES PLANTING SOIL - PER NOTES TOPSOIL ADJACENT LANDSCAPE - SEE PLAN TOMAHAWK TREE STABILIZER STAKES. MINIMUM (2) PER TREE. DRAIN SYSTEM IS NECESSARY FOR HEAVY CLAY SOILS. 4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC. CONIFEROUS TREE PLANTING - SECTION NOT TO SCALE ON CENTER SPACING AS STATED ON PLAN. � WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM. PLANTING SOIL - PER SPECS. 3" DEPTH WATERING BASIN. MULCH FINISHED GRADE PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. TYP. SHRUB PLANTING - SECTION NOT TO SCALE 18" MIN SFF PI AN EDGE CONDITION VARIES - SEE PLAN. NOTE: HAND -LOOSEN ROOTS OF CONTAINERIZED PLANT MATERIALS. PLANTING SOIL - PER SPECS. CONTRACTOR PREPARED SUBGRADE. 1. Tree saucer for individual trees outside of a plant bed to be four inches (4") depth single -shred western -red cedar mulch for trees outside of a plant bed. Install per tree planting detail. Do not place mulch against tree trunk. Remove wire and burlap from top third of root ball before final soil back -fill and mulch. 2. Refer to civil plans for spot elevations, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. Install plants and sod between April 15 and June 15 or between September 15 and October 30. 8. Bicycle Racks: see specifications. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. Plant bed drainage concerns during plant installation shall be brought to the attention of the Owner and General Contractor immediately. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material, see specifications. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. The contractor shall guarantee newly planted material through One calendar year from the date of written owner acceptance. Plants that exhibit more than 50% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. See specifications. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. Irrigation: A new irrigation system is required. Irrigation contractor to provide a cost for a new commercial -grade irrigation system, including sleeving under pavement to parking islands. Verify water service pressure and check local codes regarding building connection for irrigation. Irrigation contractor is to submit a proposed irrigation layout plan that utilizes a new connection in the proposed building mechanical room. Install controller, rain sensor, and plumbing connections to meet current plumbing code. Ensure head -to -head coverage of all turf and planted areas. Use commercial irrigation equipment with fully adjustable stream rotor and spray heads (see spec). Submit equipment cut sheets for approval. Coordinate as -needed sleeving under paving with excavation sub -contractor. Coordinate plumbing requirements with mechanical contractor. Ensure irrigation system is installed and functioning prior to installation of landscape materials. For newly landscaped areas not irrigated, the landscape contractor is responsible for watering and maintaining new plants and turf until establishment, through use of temporary irrigation, tree watering bags, watering truck, etc. 18. Unless otherwise noted, all edger shall be professional grade 8" thick black steel edger, Ryerson or Equal. Anchor every 18" on -center (minimum). Submit edger sample for Owner approval. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off -site during landscape work activities. Report any damage to the General Contractor immediately. 20. Mulch: All plant beds shall receive 4" depth of single -shred western red cedar mulch over fabric weed mat. Do not install weed mat under perennials, with the exception of ornamental grasses. Submit mulch sample for Owner approval. Install per edger detail. 21. All planting, seeding, and sodded areas shall be prepared prior to installation activities with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. Unless otherwise noted, fine grading (within 4" of set grade) shall be by the Landscape Contractor, including topsoil. 22. Turf Sodding activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for seed bed preparation, installation, maintenance, acceptability, and warranty. 23. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 24. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. 25. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 26. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 27. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractor on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. 28. See architectural site plan for additional information regarding the project, including sub -surface drainage requirements and performance. 29. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf sod shall have no less than 6" of imported top soil, areas designated for shrubs, trees, and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. 30. Landscape contractor must prove the open sub -grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on -center and filled with MnDOT Free -Draining Coarse Filter Aggregate. Re -test sub -grade percolation for compliance to infiltration minimum requirement. 31. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. 32. Playground: All elements of play area by others. 33. Retaining wall engineering by others. 34. Dry Creek to be first filled with 2%5" locally available Riverstone, then in -filled with 3/4"-1" locally available riverstone to fill any remaining gaps between the 2%5" Riverstone, leaving the 2%5" Riverstone mostly exposed. Stone depth to be 1'. Overall grade depth of dry creek to be no greater than 8" deep. Lay stone over DeWitt Pro 5, Woven polyproylene fabric, needle -punched, 5oz woven fabric, free draining. Overlap seems 12" and staple. 35. Landscape Contractor to furnish and install (3) de -barked, locally available Oak or Cedar logs for the Dry Creek Areas, with a tree diameter of between 12"-18". Average log length: min 6'. Trim to fit on -site. Ensure water can pass under logs within the main channel of the dry creek. Set logs on rock mulch such that logs are level and not moveable. No branch collar shall be greater than 3" long. Logs shall be fitted with (1) #2 rebar spear every 24" in a line on the bottom of the log. Drill 8" diameter (min) sleeve into the log and epoxy rebar into the log base. Exposed rebar spear to be 16" long. Set log with rebar spears down in to the subgrade to prevent movement of the log. 36. Limestone Cubes: Landscape Contractor to furnish and install seven (7) Niagra Limestone Cube blocks from Hedberg Aggregates. 22" Thick (Tall) X 24" Wide X 48" Long. Power -wash stone prior to setting to remove loose dirt and debris. Sand set stones mechanically, buried a minimum 4" deep, with flat -form character top and bottom. Ensure cubes don't wobble once set. Pre -select stones in the stone supplier's yard and select only those that will be best suited for sitting and level placement. Keep cubes a minimum distance of 6" from concrete walkway. Available through Hedberg Landscape + Masonry Supply (www.hedbergaggregates.com). Consult with Owner prior to final placement. 37. Where noted, pavers are to be Influence Pavers, all paver sizes, with a 50/50 mix of color Reunion and Vision, installed with running bond pattern (direction per layout plan). Available through County Materials. Contact: Dale Buker (M) 612-747-0828 or (E) dale. buker@county materials.com. Submit full range color chart and pattern layout for owner review and approval prior to installation. 38. Benches: see specifications. 39. Rock Mulch: Where noted, rock much shall be 3/4"-1" inch dia. locally available riverstone over weed mat, installed to a depth of 4". Submit mulch sample for approval. Install per edger detail. 40. Precast Concrete Square: Where noted, surface mount (1) trash receptacle to (1) 30"W X 30"D X 4"H prefabricated concrete square in drycast color 18-025. Set concrete square on 2" sand base, with concrete square buried beneath wood mulch to ensure concrete square is not visible. Precast concrete square available through Edwards Cast Stone Company, P. 563-556-0535. OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER OTY REMARKS Ar Acer rubrum Red Maple 2.511 Cal. B&B 5 As Acer x freemanii 'Sienna' Sienna Glen Maple 2.511 Cal. B&B 11 • Co Celtis occidentalis Common Hackberry 2.511 Cal. B&B 6 Gi Gleditsia triacanthos inermis ' Skycole' TM Skyline Thornless Honey Locust 2.511 Cal. B&B 10 Ov2 Ostrya virginiana Ironwood 2.511 Cal. B&B 5 TI Tilia americana 'Boulevard' Boulevard Linden 2.511 Cal. B&B 7 ORNAMENTAL TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER OTY REMARKS _-- Ag Amelanchier grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 6' Hgt. B&B 8 Clump • Cc Crataegus laevigata 'Crimson Cloud' Crimson Cloud Hawthorn 1.511 Cal. B&B 13 Ms Malus x 'Spring Snow' Spring Snow Crab Apple 1.511 Cal. B&B 11 Si Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Tree Lilac 1.511 Cal. B&B 19 i SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER OTY REMARKS 0 Cr Corpus alba ' Regnzam' Red Gnome Dogwood 3 gal. Pot 55 0 DI Diervilla lonicera Dwarf Bush Honeysuckle 3 gal. Pot 91 Jw Juniperus scopulorum 'Wichita Blue' Wichita Blue Juniper 4' Ht. Pot 6 OSp Salix purpurea 'Nana' Dwarf Arctic Willow 3 gal. Pot 26 Ss4 Sorbaria sorbifolia 'Sem' Sem Ash Leaf Spirea 2 gal. Pot 45 OSm3 Spiraea x bumalda ' Goldmound' Gold Mound Spirea 3 gal. Pot 39 0 Sc Syringa x ' SMNJRPU' TM Bloomerang Dwarf Purple Lilac 2 gal. Pot 70 Tt Taxus x media 'Tauntonii' Taunton's Yew 3 gal. Pot 6 ANNUALS/PERENNIALS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER OTY REMARKS + Aw Aster 'Woods Purple' Woods Purple Aster 1 gal. Pot 22 Aa3 Astilbe x arendsii 'Amethyst' Amethyst Astilbe 1 gal. Pot 11 Aa2 Astilbe x arendsii 'Amethyst' Amethyst Astilbe 1 gal. Pot 25 o, Cv Coreopsis verticillata 'Moonbeam' Threadleaf Coreopsis 1 gal. Pot 24 OCc2 Coreopsis x 'Creme Brulee' Creme Brulee Tickseed 1 gal. B&B 22 G) Ha2 Hemerocallis x 'Happy Returns' Happy Returns Daylily 1 gal. Pot 23 O Hr Hemerocallis x 'Ruby Stella' Ruby Stella Daylily 1 gal. Pot 10 OHo Hemerocallis x 'Stella de Oro' Stella de Oro Daylily 1 gal. Pot 43 Hp Heuchera micrantha 'Palace Purple' Palace Purple Coral Bells 1 gal. Pot 7 OHg Hosta x 'Guacamole' Guacamole Hosta 2 gal. Pot 48 Ms3 Matteuccia struthiopteris Ostrich Fern 1 gal. Pot 14 Nw Nepeta x faassenii 'Walkers Low' Walkers Low Catmint 1 gal. Pot 14 + Pe3 Phlox subulata 'Emerald Blue' Emerald Blue Creeping Phlox 1 gal. Pot 12 GRASSES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER OTY REMARKS Ck Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 1 gal. Pot 23 Mp2 Miscanthus sinensis ' Purpurescens' Flame Grass 1 gal. Pot 32 Ss Schizachyrium scoparium 'The Blues' The Blues Little Bluestem 1 gal. Pot 57 CONTRACTOR(S) ARE RESPONSIBLE Know what's below. OROBTAININGDE UTILITIESUTILITY ITLOCATES, Call tIBf01@�►oUdig. INCPHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332,\linnesn-a. 5rreer, $uir�! \V2000 Bahl; ball), ViN 55101 woktae.�om 1 651 227 7 173 I KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 5 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CA11yX DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions description I Date Num 4ddendum #2 IDecember 10, 2020 1 --ity Submittal IFebruary 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE DETAILS, NOTES, AND SCHEDULES TYP. PERENNIAL PLANTING - SECTION NOT TO SCALE Scale: 1m007 1 2 3 4 J 1 I 1 1 A B C 0 C F PAVING ER CIVIL Ho 10 M 2 7 / EDGER, T P. PAVER S LE PER LANDSC PE NOTES. REFER T CIVIL PLANS F R • INSTAL TION Jw - G STAGE DI PLAY BOARD P R ARCH. ' PLANS (8) 6' BACK SS BENCHES, EE ^ DETAIL AN SPECS. FIELD STAKE AND VERIFY L CATION WITH OW ER PRIOR . TOINST ILLATION. ^ M 2 7 Ho • 10 E GER, TYP. TURF SOD TURF SOD PAVING PER CIVIL TURF SOD j SITECRAFT CUSTOM BENCH WITH BACK / FULL LENGTH OF EACH ARCH SHOWN IS 15.77'. TOTAL ARCH LENGTH IS 31.54'. SURFACE MOUNT, SEE SPEC. 7\ TURF + / PAVING PER CIVIL + . I +00 j + 5m3 G TURF SOD Ck I 13 'd DRY CREEK: 2"-5" DIA. RIVER STONE, = ; I� DEPTH OF 1'. OVERALL DEPTH OF DRY CREEK BED TO BE MAX. 8" DEEP. INSTALL OVER 5 OZ. WOVEN, NEEDLE / PUNCHED POLYPROPYLENE FABRIC, SEE SPECS. TURF SOD EDGER, TYP. DE -BARKED LOG, H SEE LANDSCAPE NOTES "'Iz �2Q� _117=_ ('_�i AMPHITHEATER ENLARGEMENT SCALE: 1" = 10' W PAVING PER A CIVIL 01 TURF SEED TYPE: Turf Seed Required Maintenance - 2 Years: + + + + Where noted on the plan, Turf Seed areas shall be: The seed installer shall include as part of their base bid, 2 years of + + + + + + + + 4 Twin City Seed Company 'Tuff Turf' Seed Mix, drilled into the maintenance for the turf seed areas, see specifications for exact timelines topsoil layer at 400.00 Ibs per acre. Use a Brillion drill with dual of required maintenance. Maintenance includes, fertilizing, weed control, cultipacker. Following seeding, cover soil with a hydromulch aeration, and re -seeding bare areas. The seed installer will also work with consisting of natural wood or paper fiber, water, and M-Binder at the district to determine proper irrigation settings and direct the district 100lbs per acre. Submit seed mix for approval. Grading and regarding appropriate times to use the fields. Erosion Control per Civil Plans and Specifications. 30% 2nd Millennium Tall Fescue 30% Raindance Tall Fescue 20% Boreal Creeping Red Fescue 15% Carly Perennial Ryegrass 05% Tirem Kentucky Bluegrass 5 6 7 8 1 1 NATIVE SEED MIX: - - - - - Seed in the Storm Basin areas TYPE A: (unless otherwise noted on civil plans), shall be: - MnDOT #35-241 seed mixture for mesic soils, drilled into the topsoil layer at 60 Ibs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add 20lbs per acre of MnDOT 21-111 Oats Cover Crop to pond bottom. 35-2.11 Mesic Pr3i• eGenera I Common Nara-_ .5o e•1t fic Name Rate IIbfac) Rate (kgiha) 1' of Mix I;by weight) 5eed5e 5g ft big b uestcm Arrdro 0 ora gerardij 2.24 5.48°.� 7.35 Indian ras5 Sor hastrum nu(anz 2.ti") 2.24 5.48rl;� 8.B2 si de -oats g ra m a BorrteoQua cu1tr endrrJa I . i'] 1.79 4.39 1!� 3.53 little bluestem SchizachyriLrm s w-ium 1.79 4.39R:� 8.62 nodding wild rys EOmLrz-an adensfs 1.17 1.31 3.201!� 2.23 slender wheats •as= EOmLrz -D-aehycaieires I.;"] 1.12 2.73°:' 2.53 kalm's brome Brori kafmii 0.50 0.56 1.37°i� 1.47 prairie dre seed S oro booms h eteroJe ..'s 0.08 0.18 dt 0.39 Switch Tass Pranioum wrr afum 1). "10 0.07 0.17°.'� 0.32 G ras ses S u btc.-1 11J.',11J 11.21 27.39 R: 36.46 black-e ed su sa n Rrrdbec Ic a hirta I ..)1 0.36 0.66°� 10.56 Du r I e PTai ri a clover DaJea ua' area 0.19 0.21 0.51 °iC 1.03 Earl V S Lunflovr e r HeJ�o s rs he+ran fhoidfes Il. 1? 0.15 0. ml!. 0.29 blue giant h s so r) A it a•sfac he fcen ir.uJuni 0.06 0.07 0.15q� 1.62 lead pinnt Am orpha canesoens 0. DIG 0.07 0.161!� 0.25 Canada milk vetch Astra aJrrs carradensis 0.06 0.07 0.17 °:'� 0.39 white prairie c l- v-r DaJea candWa 0.06 0.07 0.17 °.'� 0.44 Canada tick trefoil De-smodfiun) eanadL-rase 0.06 0.07 0.191!� 0.13 skiff s u n Flower HeJ�a n thus a uciffvrLl s 0. DIG 0.07 0.17 °:' 0.09 w i Id ber a nl c itfpTonsrdla ffst4rf015a 0.06 0.07 0.17 R: 1.61 skiff go Iden rod DJJ it on euron rig idfu m 0.06 0.07 0.17 4� 0.94 smooth aster S m f7 crr icfmr� r f ae-re 0.06 0.07 0.17 R:� 1.26 hon ry : ervain Verbena sfrJcta 0. DIG 0.07 0.17R. 0.64 c•lcen 3 e--,arclers ZJZJa aUJ•ea 0.06 0.07 0.16°.� 0.23 eo m mo n m i Ik-w a=c Ascf a ias s riaca 0.04 0.04 0.10 °iC 0.06 butterFIv milkweed Ascfe ias trrberosa 0.04 0.04 0.10°.� 0.09 blue vervain Verbena hastata 0.04 0.04 0.12R:� 1.50 ro u gh blazi n g star Liafris as era 0.03 0.03 0.08 R" 0.18 great blazing sta • Liatris pycn as tack ya 0.03 0.03 0.09 °.� 0.13 heath aster Symphyotrfcfmm ertcraidIM 1J. M112 0.03 0.09 °:� 2.30 F c rhs S u otc•-. 1.5'7 1.68 4.1.1 R. 23.89 Oats Averra saci'ka 2v.'"] 28.02 68.50°� 11.14 Cover Crop S ubtc•- 3 .25. C0 28.02 .98.50 1!� 11.14 T jt 31 36. 50 40.91 100. 00 °.� 70.49 Purpose: General m esi c prairie rni x for native roadsides, eco I�Ggi cal restoration, orconservation program plantingis. Planting Area: Tall grass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. M niDOT Districts 2 west . 31134 Metro. 6. 7 & 8- NATIVE SEED MIX: Seed outside of storm basin in disturbed areas TYPE B: (unless otherwise noted on civil plans), shall be: MnDOT #35-221 seed mixture for dry soils, drilled into the topsoil layer at 60 Ibs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add 20lbs per acre of MnDOT 21-111 Oats Cover Crop. 35-221 Dry Prairie Gener I Common Name Scientific Name Rate (Ib•1a c) Rate (kglh a) 11,10 of Mix I by weight) Seeds sq ft side -oats graina So-uxefo ua curtipepdula 3.00 3.36 0,22° b 6.61 I ittl a bl U estem Schrzachy'ri-um 3.00 3.36 8.2 2% 16.63 nodding gild rye Elonus cafradLmo sus 1.00 1.12 2.74% 1.91 kalm's brome Bromtrs kaffnii 0.73 0,52 2.00% 2.14 big bluester . Ancfro oafw fardir 0.70 0.78 1.92% 2.57 Indian grass Sorghastruon nutarrs 0.70 0.18 1.9 2% 3.09 blue gramti So-uxefoua raiams 0.50 0.66 1.37% 7.35 •une rass Koederra macrantha 0.25 0.28 0,69% 18.37 prairie dropseed S orobvfvs trv[t3role rs 0.12 0.13 0.34% 0.73 Grasses S u btotai 10.00 11.21 27.4 2% 59.30 b l ac k -ey-ed susa n Rucilbeckra hif7a 0.31 0.35 0. 0 4% 10.32 purple prairie clover Dale& puirpuirea 0.19 0.21 0,51 % 1.02 hoary vervain Verbena stricta 0.13 0.15 0.34% 1.29 lead plant Amon ira cane.scens 0.09 0.10 0,26% 0.42 blue giant hyssop Ages ta ob e foeniculum 0.06 0.07 0.17% 2.07 butterfly milkweed As ole ras tfrberosa 0.06 0.07 0.17% 0.10 Canada milk. vetch Astra ga?us canadens is, 0.06 0.070,1a% 0.40 bird's foot coreopsis Ccreo sis p afmata 0.06 0.07 0.16% 0.21 white prairie clover Dale& cafrariara 0.06 0.07 0,16% 0.39 Canada tick tretoiI D-osmodifom canadense 0.06 0.070,1 a% 0.113 sti ff s u nflower Helian fiwfrs pairociflorus 0.06 0.07 0.17% 0.09 wi I d bergamot Monarda fislulos a 0.06 0.07 0,16% 1.42 stiff goldenrod 0.06 0.07 0,16% 0.83 large -flowered beard to Fig ue Pensfeiprafr (1 30 0.07 0.17% 0.32 smooth aster S 1Pa it otrfC1Tarra hae4`e 0.30 0.07 0.17% 1.26 rotr h blazing star LraCris as efa 0.04 0.04 0.12% 0.25 gray goldenrod Solids o rr-errsonales 0.04 0.04 0,10% 3."Sy'lp]pl?yatric'i, heath aster ", w orfcoides 0.04 0.04 0,10% 2.56 Forbs Subtotal 1.50 1.68 4.09% 26.% Oats A lrena sa riva 25.00 213.02 68.49% 11.13 Cov,er Crop S 41 btC to 25.00 26.02 68.49% 1 11.13 rota 36.50 40.91 i1o.00% 1 97.39 Purpose: General dry )prairie mix for native roads •:Iesl ecological restoration, or conservation ro ram 1plantings. Planting Area: TaIIgrass Aspen Palrklail fls Prairie Parklalncl, and Eastern Broadleaf Forest Provinces, M1ylDOT District} 21west:l, 3B, 4 Metro, 6, 7 & 0, Seeding Installation Method: Seeding Methods Native Seed Required Maintenance - 3 Years: Method 1. Drop Seeding Onto Tilled Sites This is the -standard" method for seeding on prepared sites such as those on construction projects. Natiue Grass and Farb Mixtures [mixtures beginning with the number 31 A} Site Preparation - The site should be prepared by loosening topsail to a minimum depth ❑f 3 inches. Year t Establishment (spring seedlnrdpo H) Fertilizer - Use a fertilizer analysis based on a soil test 0r a general recommendation is a 10-10-10 (NPK) 1) Prepare site - Late April - 103y. commercial grade analysis at 200 Ibsiacre_ 2) Seed - May 1 - June 1. C) Seed Installation - Seed should be installed with a drop seeder that will accurately meter the types of Maintenance: seed to be planted, keep all seeds uniformly mixed during the seeding and contain drop seed tubes for 1) Mow (6-8 inches) - every 30 days after planting untill September 30. seed placement (Brillion -type). The drop seeder should be equipped -with a cultipacker assembly to ensure seed -to -soil contact. 2) Weed Control - niowing should help control annual weeds. Spat spray thistles etc. D) Seeding Rates - Rates are specified in the mixture tabulation for the specified mix. Establishment (fall seeding): E] Packing - If the drop seeder is not equipped with a cultipacker, the site should be cultipacked following the 1) prepare site - Late August - early September. seeding to ensure seed -to -soil contact. 2) Seed - late September to freeze-up. F) Mulch - The site should be mulched and disc -anchored following cultipackirig. The standard mulch is Maintenance (following season): IdInrDOT Type •I at a rate of 2.0 tcnsfacre. Also see temporary erosion control for additional infomiativn. 1) Maw (6-8 inches) - once in May, June and July_ 2) Weed Control - ni-owing should keep annual weeds down. Spot spray thistles etc. Evaluation: 1) Cover crap growing within 2 weeks of planting (except dormant plantings). 2) Seedlings spaced 1-6 inches apart in drill rows_ 3) Natiye grass seedlings may only be 4-6 inches tall. General Notes: 4) If there is a flush of growth from foxtail etc., mow as necessary. Year Maintenance: 1. See Civil Engineer's plans for site Ian layout and dimensions. g (� y 1) Mow (6-8 inches) one time between June '1 - August 15 before weeds set seed. 2) Weed ContraI - ni-D ing should keep annual weeds dawn. Spat spray thistles etc. 2. Contractor to coordinate all work in the city right-of-way with 3) Some sites may not require much maintenance the second year. Evaluation: City of Hugo Public Works Department. 1) Cover crop will be gone unless winter wheat was used in a fall planting. 3. See Architects plans for additional requirements regarding the 2) Grasses forming clumps 1-6 inches apart in drill rows. but still short. w� 3) Some fl0er8 should be blooming (black-eyed Susans, bergamot etc.). site plan layout. 4) If there is a flush of growth from foxtail etc., mow site. 4. Place a minimum of 6" topsoil or slope dressing on all Year3 Maintenance: areas disturbed by construction, including right-of-way 1) Maw only if necessary. 3) Weed Control - Spat spray thistles, etc. boulevards, unless specified otherwise. 4) Sites usuallydo not require much maintenance the third year. 5. See Civil Engineer's Plans for proposed utilities. Evaluation: 1) Planting should begin looking like: a prairie - tall grasses- flowers etc. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. Long-term ou 7. See Sheet L1.006 for Overall Irrigation Layout Plan. g y Maintenance: 1)Wee d Control - Spot spray thistIss etc. 8. See Sheets L1.007 - L1.009 for landscape details, notes and 2) Burning (3-5 Year rotation) alternate spring and fall if passible. 3) Haying (3-5 year rotation) late summer or early fall_ Alternate with burning (may substitute for burning)_ schedules. 4) Burning two years in a row wilI real ly"clean up rough-fooking sites. L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldaexom 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. CA X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lic. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE DETAILS, NOTES, AND SCHEDULES Scale: r CONTRACTOR(S) ARE RESPONSIBLE Know what's below. FOR OBTAINING EUTILITIES BTAININUTILITY UCH ILOCATES, Call before you dig. INCPHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. 11: 8 J A B C D C F 1 2 3 4 5 6 7 0 7111 / //LIT • ® ��� OAF / �• • �. • •- • /���ii jr. ''' ••� �� 001, ii- ��P/Z/Y4 � EAST ENTRY ENLARGEMENT SCALE: 1" = 10' 85 CV 8 `o a^ 55 TURF SOD g O 0 8 55 41 ---------- — P ER C IL PLANS U Z^ ;5U �ouu��=3a�ui.�nn �uu�o^ � U' �uu a% uo oduo 306Enn��nn�csyonn��^34S�uoo�@Euo� �°nn°c a•�nnoo'�aauo��ouo �uu&��.V��. WOOD MULCH 0 EDGER, TYP. Cv 8 TURF SOD I\ DRY -SET LIMESTONE CUBES NOT TO SCALE CONCRETE PAVER UNITS, TYP. BEDDING SAND LAYER MnDOT CLASS 5 AGGREGATE BASE GEOTEXTILE FABRIC. TURN -UP AT THE SIDES SUPPORT POST MOUNTED TO CONCRETE FOOTING, SEE SPEC. RADIAL CUT PAVERS AROUND POSTS, TYP. HEIGHT FROM PAVER GRADE TO UNIT PER MANUFACTURER DIRECTION. 10" DIA. SONOTUBE FOOTING TO BE 40" BELOW GRADE. USE FIBER REINFORCED 4,000 PSI CONCRETE. ADJACENT CONDITION ' SEE LAYOUT PLAN 000 00000 �0 0o z O II O SUBGRADE EXTEND METAL POST INTO AGGREGATE BASE - 4" FREE -DRAINING AGGREGATE BASE NOTES: 1. SEE SITE PLAN FOR PAVER PATTERN LAYOUT & FURNISHING LOCATIONS. 2. SWEEP PLAY SAND INTO JOINTS OF FINISHED PAVER AREA. 3. ASSEMBLE FURNISHING ON POST AFTER PAVER INSTALLATION. 4. PROTECT FURNISHING LEGS DURING PAVER WORK. UN -RAP AT OWNER TURN -OVER. PAVERS AROUND SITE FURNISHING POST NOT TO SCALE "A ®i jna� i // © 01011 0 / m . o 24" WIDE X 48" LONG SPLITFACE NIAGRA CUBE BLOCK. REFER TO LANDSCAPE PLANS =ICATIONS. SET LEVEL WITH FLAT -FORM R TOP AND BOTTOM. ATION VARIES, D AGGREGATE BASE CONDITION - REFER TO CIVIL PLANS FOR GRADING INFORMATION. PLAN VIEW F 18" FRONT ELEVATION: PRODUCT: 6-0" FREE-STANDING BENCH QUANTITY: SEE SPECS DESCRIPTION: PRODUCT: FLIGHT BENCH www.forms-surfaces.com FRAME: SEE SPECS SEAT: SEE SPECS NOTES: 1. INSTALL BENCHES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. SUBMIT PRODUCT DATA SHEET FOR FINAL APPROVAL, PRIOR TO ORDERING. 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. 4. SITE FURNISHINGS CONTRACTOR TO INCLUDE ASSEMBLY, MOUNTING HARDWARE, AND LABOR IN BID. 5. SEE SITE FURNISHING SPECIFICATION FOR ADDITIONAL INFORMATION. 72" `SEE DETAIL #2, SHEET L1.010 FOR FOOTING CONNECTION THROUGH THROUGH PAVERS WHERE APPLICABLE. BENCH TO INCORPORATE CUSTOM PAVER MOUNT OPTION, SEE SPEC, 6' BENCH DETAIL NOT TO SCALE SURFACE MOUNT BENCH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INSTALL WITH TAMPER -PROOF NUTS. EXPOSE NO MORE THAN 25" OF THREADS. TOP VIEW: CONCRETE PER MANUFACTURER'S DESCRIPTION: SURFACE MOUNT, 32 GALLON CAPACITY INSTRUCTIONS FINISH: SEE SPECIFICATIONS COLOR: SEE SPECIFICATIONS QUANTITY: SEE SPECIFICATIONS NOTES: W W W.SITE-CRAFT.COM 1. INSTALL SURFACE MOUNT RECEPTACLES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. SUBMIT PRODUCT DATA SHEET FOR FINAL APPROVAL, PRIOR TO ORDERING. 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. 4. SITE FURNISHINGS CONTRACTOR TO INCLUDE ASSEMBLY, MOUNTING HARDWARE, AND LABOR IN BID. WASTE RECEPTACLE DETAIL SCALE: NTS General Notes: 1. See Civil Engineer's plans for site plan layout and dimensions. 2. Contractor to coordinate all work in the city right-of-way with City of Hugo Public Works Department. 3. See Architect's plans for additional requirements regarding the site plan layout. 4. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. 5. See Civil Engineer's Plans for proposed utilities. 6. See Sheets L1.001 - L1.005 for Landscape Layout Plans. 7. See Sheet L1.006 for Overall Irrigation Layout Plan. 8. See Sheets L1.007 - L1.009 for landscape details, notes and schedules. CONTRACTOR(S) ARE RESPONSIBLE Know what'sbelow.foreyou INCLUDE PRIVATE UTILITIES OR OBTAINING UTILITY SUCH AS Call 11Bf01Ey0Udig. PHONE AND CABLE. CALL NO LESS THAN 48 HOURS IN ADVANCE. L NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 Larson Engineering, Inc. 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 (f) 651.481.9201 www.larsonengr.com © 2020 Larson Engineering, Inc. All rights reserved. C A X DESIGN GROUP Landscape Architecture Planning 475 N. Cleveland Avenue I Suite 101A Saint Paul, MN 55104 651.788.9018 1 calyxdesigngroup.com I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota. Mark Flicker, PLA Date: 11.20.2020 Lie. No.: 56541 Revisions Description Date N u m Addendum #2 December 10, 2020 1 City Submittal February 5, 2021 Comm: 12196195 Date: 11.20.2020 Drawn: HL Check: MF North LANDSCAPE DETAILS, NOTES, AND SCHEDULES Scale: ■ r 009 i� SOUTHWEST ENTRY ENLARGEMENT i4� SOUTH ENTRY ENLARGEMENT 1.009 SCALE: 1" = 10' L1.009 SCALE: 1" = 10' 1 1 K 3 4 5 6 7 8 9 10 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 MN A NEW ELEMENTARY SCHOOL INDEPENDENT SCHOOL DISTRICT #624: WHITE BEAR LAKE AREA SCHOOLS HUGO, MN B C SURVEY - FOR INFORMATIONAL PURPOSES ONLY CIVIL ARCHITECTURAL ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL C100 DEMOLITION PLAN - NORTH A0.001 CODE ANALYSIS A4.711 DETAILS - INTERIOR CASEWORK SECTIONS S0.000 STRUCTURAL TITLE SHEET M0.000 MECHANICAL TITLE SHEET E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS C101 DEMOLITION PLAN - SOUTH A0.101 CODE PLAN - MAIN LEVEL A4.712 DETAILS - INTERIOR CASEWORK SECTIONS S2.01a FOOTING AND FOUNDATION PLAN - AREA A M1.00a UNDERFLOOR PLUMBING PLAN - AREA'A' E0.01 ELECTRICAL SITE PLAN C200 PAVING PLAN - NORTH A0.102 CODE PLAN - UPPER LEVEL A4.801 DETAILS - INTERIOR OPENING DETAILS S2.01b FOOTING AND FOUNDATION PLAN - AREA B M1.00b UNDERFLOOR PLUMBING PLAN - AREA'B' E0.02 ELECTRICAL OVERALL PLAN C201 PAVING PLAN - SOUTH A0.103 CODE PLAN - STORM SHELTER A4.802 DETAILS - INTERIOR OPENING DETAILS S2.01c FOOTING AND FOUNDATION PLAN - AREA C M1.00C UNDERFLOOR PLUMBING PLAN - AREA'C' E0.03 ELECTRICAL OVERALL PLAN C300 GRADING AND EROSION CONTROL PLAN - NORTH A2.01a MAIN LEVEL FLOOR PLAN - AREA'A' A4.901 DETAILS - INTERIOR CEILING DETAILS S2.01d FOOTING AND FOUNDATION PLAN - AREA D M1.00d UNDERFLOOR PLUMBING PLAN - AREA'D' E1.10 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA A B C301 GRADING AND EROSION CONTROL PLAN - SOUTH A2.01 b MAIN LEVEL FLOOR PLAN - AREA'B' A5.101 EXTERIOR ELEVATIONS S2.01e FOOTING AND FOUNDATION PLAN - AREA E M1.00e UNDERFLOOR PLUMBING PLAN - AREA'E' E1.11 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA B C400 UTILITY PLAN - NORTH A2.01c MAIN LEVEL FLOOR PLAN - AREA'C' A5.102 EXTERIOR ELEVATIONS S2.02a UPPER LEVEL AND LOW ROOF FRAMIING PLAN - AREA A M1.01a MAIN LEVEL PLUMBING PLAN - AREA'A' E1.12 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA C C401 UTILITY PLAN - SOUTH A2.01 d MAIN LEVEL FLOOR PLAN - AREA'D' A5.103 EXTERIOR ELEVATIONS S2.02b UPPER LEVEL AND LOW ROOF FRAMIING PLAN - AREA B M1.01 b MAIN LEVEL PLUMBING PLAN - AREA'B' E1.13 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA D C500 FOXHILL AVE UTILITY CONNECTION A2.01e MAIN LEVEL FLOOR PLAN - AREA'E' A5.104 EXTERIOR ELEVATIONS S2.02c UPPER LEVEL FRAMING PLAN - AREA C M1.01c MAIN LEVEL PLUMBING PLAN - AREA'C' E1.14 ELECTRICAL LIGHTING PLAN MAIN LEVEL - AREA E C600 DETAILS A2.02a UPPER LEVEL FLOOR PLAN - AREA'A' AND PENTHOUSE PLAN - A5.105 EXTERIOR WALL PATTERNS S2.02d UPPER LEVEL FRAMING PLAN - AREA D M1.01d MAIN LEVEL PLUMBING PLAN - AREA'D' E1.20 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA A C601 DETAILS AREA'B' A5.200 EXTERIOR WALL TYPES S2.02e UPPER LEVEL FRAMING PLAN - AREA E M1.01e MAIN LEVEL PLUMBING PLAN - AREA'E' E1.21 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA B C602 DETAILS A2.02b UPPER LEVEL FLOOR PLAN - AREA'B' A5.201 WALL SECTIONS S2.03a ROOF FRAMING PLAN -AREA A M1.02a UPPER LEVEL PLUMBING PLAN - AREA'A' E1.22 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA C C603 DETAILS A2.02c UPPER LEVEL FLOOR PLAN - AREA'C' A5.202 WALL SECTIONS S2.03b ROOF FRAMING PLAN - AREA B M1.02b UPPER LEVEL PLUMBING PLAN - AREA'B' E1.23 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA D L1.001 LANDSCAPE LAYOUT PLAN NW QUADRANT A2.02d UPPER LEVEL FLOOR PLAN - AREA'D' A5.203 WALL SECTIONS S2.03c ROOF FRAMING PLAN - AREA C M1.02c UPPER LEVEL PLUMBING PLAN - AREA'C' E1.24 ELECTRICAL LIGHTING PLAN UPPER LEVEL - AREA E L1.002 LANDSCAPE LAYOUT PLAN NE QUADRANT A2.02e UPPER LEVEL FLOOR PLAN - AREA'E' A5.204 WALL SECTIONS S2.03d ROOF FRAMING PLAN - AREA D M1.02d UPPER LEVEL PLUMBING PLAN - AREA'D' E1.25 ELECTRICAL LIGHTING PLAN - PENTHOUSE L1.003 LANDSCAPE LAYOUT PLAN SW QUADRANT A2.095 ROOF PLAN A5.205 WALL SECTIONS S2.03e ROOF FRAMING PLAN - AREA E M1.02e UPPER LEVEL PLUMBING PLAN - AREA'E' E2.10 ELECTRICAL POWER PLAN MAIN LEVEL - AREA A L1.004 LANDSCAPE LAYOUT PLAN SE QUADRANT A2.901 DOOR / FRAME / WINDOW / LOUVER TYPES A5.206 WALL SECTIONS S2.04b HIGH ROOF FRAMING PLAN - AREA B M2.01a MAIN LEVEL HYDRONIC PLAN - AREA'A' E2.11 ELECTRICAL POWER PLAN MAIN LEVEL - AREA B L1.005 LANDSCAPE LAYOUT PLAN N QUADRANT A2.902 STOREFRONT/ CURTAINWALL TYPES A5.207 WALL SECTIONS S3.001 STORM SHELTER WIND LOADS M2.01 b MAIN LEVEL HYDRONIC PLAN - AREA'B' E2.12 ELECTRICAL POWER PLAN MAIN LEVEL - AREA C L1.006 OVERALL IRRIGATION LAYOUT PLAN A2.903 CURTAINWALL TYPES A5.208 WALL SECTIONS S3.002 STORM SHELTER WIND LOADS M2.01c MAIN LEVEL HYDRONIC PLAN - AREA'C' E2.13 ELECTRICAL POWER PLAN MAIN LEVEL - AREA D F L1.007 LANDSCAPE DETAILS, NOTES, AND SCHEDULES A2.911 ROOM FINISH SCHEDULES - MAIN LEVEL A5.501 DETAILS - EXTERIOR WALL S5.201 SECTIONS AND DETAILS M2.01d MAIN LEVEL HYDRONIC PLAN - AREA'D' E2.14 ELECTRICAL POWER PLAN MAIN LEVEL - AREA E L1.008 LANDSCAPE DETAILS, NOTES, AND SCHEDULES A2.912 ROOM FINISH SCHEDULES - UPPER LEVEL A5.502 DETAILS - EXTERIOR WALL S5.211 SECTIONS AND DETAILS M2.01e MAIN LEVEL HYDRONIC PLAN - AREA'E' E2.20 ELECTRICAL POWER PLAN UPPER LEVEL - AREA A L1.009 LANDSCAPE DETAILS, NOTES, AND SCHEDULES A3.01a MAIN LEVEL REFLECTED CEILING PLAN - AREA'A' A5.503 DETAILS - EXTERIOR WALL S5.221 SECTIONS AND DETAILS M2.02a UPPER LEVEL HYDRONIC PLAN - AREA'A' E2.21 ELECTRICAL POWER PLAN UPPER LEVEL - AREA B L1.010 LANDSCAPE DETAILS, NOTES, AND SCHEDULES A3.01 b MAIN LEVEL REFLECTED CEILING PLAN - AREA'B' A5.504 DETAILS - EXTERIOR WALL S5.222 SECTIONS AND DETAILS M2.02b UPPER LEVEL HYDRONIC PLAN - AREA'B' E2.22 ELECTRICAL POWER PLAN UPPER LEVEL - AREA C A3.01c MAIN LEVEL REFLECTED CEILING PLAN - AREA'C' A5.601 DETAILS - EXTERIOR OPENINGS 0 S5.223 SECTIONS AND DETAILS M2.02c UPPER LEVEL HYDRONIC PLAN - AREA'C' E2.23 ELECTRICAL POWER PLAN UPPER LEVEL - AREA D A3.01d MAIN LEVEL REFLECTED CEILING PLAN - AREA'D' A5.602 DETAILS - EXTERIOR OPENINGS S5.301 BRACED FRAME ELEVATIONS M2.02d UPPER LEVEL HYDRONIC PLAN - AREA'D' E2.24 ELECTRICAL POWER PLAN UPPER LEVEL - AREA E A3.01e MAIN LEVEL REFLECTED CEILING PLAN - AREA'E' A5.603 DETAILS - EXTERIOR OPENINGS S5.302 BRACED FRAME ELEVATIONS M2.02e UPPER LEVEL HYDRONIC PLAN - AREA'E' E2.25 ELECTRICAL POWER PLAN PENTHOUSE w A3.02a UPPER LEVEL REFLECTED CEILING PLAN - AREA'A' A5.604 DETAILS - EXTERIOR OPENINGS S5.303 BRACED FRAME ELEVATIONS AND DETAILS M3.01a MAIN LEVEL VENTILATION PLAN - AREA'A' E2.26 ELECTRICAL POWER PLAN - ROOF A3.02b UPPER LEVEL REFLECTED CEILING PLAN - AREA'B' A5.701 DETAILS - EXTERIOR ROOF S6.201 SCHEDULES AND DETAILS M3.01 b MAIN LEVEL VENTILATION PLAN - AREA'B' E3.10 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA A = A3.02c UPPER LEVEL REFLECTED CEILING PLAN - AREA'C' A5.702 DETAILS - EXTERIOR ROOF M3.01c MAIN LEVEL VENTILATION PLAN - AREA'C' E3.11 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA B A3.02d UPPER LEVEL REFLECTED CEILING PLAN - AREA'D' A6.101 DETAILS - SITE M3.01d MAIN LEVEL VENTILATION PLAN - AREA'D' E3.12 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA C A3.02e UPPER LEVEL REFLECTED CEILING PLAN - AREA'E' A6.102 DETAILS - SITE M3.01e MAIN LEVEL VENTILATION PLAN - AREA'E' E3.13 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA D A3.030 REFLECTED CEILING PLAN DIMENSIONS M3.02a UPPER LEVEL VENTILATION PLAN - AREA'A' E3.14 ELECTRICAL TECHNOLOGY PLAN MAIN LEVEL - AREA E A4.101 DETAILS - GENERAL - SYMBOLS, ABBREVIATIONS, MATERIAL M3.02b UPPER LEVEL VENTILATION PLAN - AREA'B' E3.20 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL -AREA A FINISH SCHEDULE M3.02c UPPER LEVEL VENTILATION PLAN - AREA'C' E3.21 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA B gG A4.102 DETAILS -GENERAL -MOUNTING HEIGHTS M3.02d UPPER LEVEL VENTILATION PLAN - AREA'D' E3.22 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA C v a A4.103 ENLARGED TOILET PLANS M3.02e UPPER LEVEL VENTILATION PLAN - AREA'E E3.23 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA D tF 3 o A4.201 ENLARGED VERTICAL CIRCULATION PLANS AND SECTIONS M4.001 MAIN LEVEL FIRE PROTECTION PLAN E3.24 ELECTRICAL TECHNOLOGY PLAN UPPER LEVEL - AREA E w A4.202 ENLARGED VERTICAL CIRULATION AND SECTIONS M4.002 UPPER LEVEL FIRE PROTECTION PLAN E4.0 ENLARGED KITCHEN PLAN A4.203 ENLARGED VERTICAL CIRCULATION, SECTIONS AND DETAILS M5.001 MECHANICAL ROOF PLAN E5.0 ELECTRICAL LIGHTING SCHEDULE A4.204 DETAILS - VERTICAL CIRCULATION FOOD SERVICE M5.002 PLUMBING ROOF PLAN E5.1 ELECTRICAL LIGHTING DETAILS A4.205 DETAILS - VERTICAL CIRCULATION M6.001 SOUTH PENTHOUSE VENTILATION PLANS E6.0 ELECTRICAL POWER RISER DIAGRAM A4.301 MAIN LEVEL FLOOR FINISH PLAN - AREA'A' M6.002 NORTH PENTHOUSE VENTILATION PLANS E6.1 PANELBOARDS, DISTRIBUTION SCHEDULES AND DETAILS A4.302 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA'B' QF101 FOODSERVICE EQUIPMENT PLAN M6.003 ENLARGED HYDRONIC PLANS E6.2 PANELBOARDS, DISTRIBUTION SCHEDULES AND DETAILS A4.303 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA'C' QF111 FOODSERVICE PLUMBING CONNECT PLAN M6.004 PENTHOUSE PLUMBING PLANS E6.3 BUILDING EQUIPMENT SCHEDULE A4.304 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA'D' QF121 FOODSERVICE ELECTRICAL CONNECT PLAN M6.005 ENLARGED KITCHEN PLUMBING PLANS E6.4 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULE A4.305 MAIN AND UPPER LEVEL FLOOR FINISH PLANS - AREA'E' QF131 FOODSERVICE SPECIAL CONDITIONS PLAN M6.006 ENLARGED BOILER ROOM PLUMBING PLANS E6.5 KITCHEN DETAILS AND SCHEDULE A4.306 GYMNASIUM STRIPING PLAN QF201 FOODSERVICE EQUIPMENT ELEVATIONS M6.007 ENLARGED TOILET ROOM PLUMBING PLANS E7.0 ELECTRICAL DETAILS A4.401 CASEWORK ELEVATIONS QF501 FOODSERVICE DETAILS M7.001 DOMESTIC RISER DIAGRAM E8.0 TECHNOLOGY DETAILS A4.402 CASEWORK ELEVATIONS QF901 FOODSERVICE EQUIPMENT ISOMETRICS M7.002 WASTE & VENT RISER DIAGRAM E8.1 TECHNOLOGY DETAILS " A4.403 INTERIOR ELEVATIONS M7.003 HYDRONIC RISER DIAGRAMS A4.404 INTERIOR ELEVATIONS M8.000 MECHANICAL SCHEDULES A4.405 INTERIOR ELEVATIONS M8.001 MECHANICAL SCHEDULES A4.406 INTERIOR ELEVATIONS M9.000 MECHANICAL DETAILS A4.701 DETAILS - WALL TYPES M9.001 MECHANICAL DETAILS A4.706 DETAILS - INTERIOR WALL DETAILS M9.002 MECHANICAL DETAILS A4.707 DETAILS - INTERIOR WALL DETAILS A4.710 DETAILS - INTERIOR CASEWORK SECTIONS INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 f11IAUJ-A� V LJ Ll\JIJ!Y 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 B KB M ENGINEERS Ill HALLBERG ENGINEERING Mechanical / Electrical / Commissioning/ Energy Larson Engineering 0 7- 1! LJG UESIGN, LLC F40O0SEFZVICE FACILITIES CONSULTING & 1DE514GN Set No: Comm No: 192237 1 2 3 4 5 6 7 8 BUILDING # 1 CODE ANALYSIS (IBC 2018) FULLY SPRINKLERED A 1. OCCUPANCY CLASSIFICATIONS A. SECTION 303, ASSEMBLY: B. SECTION 304, BUSINESS: C. SECTION 305, EDUCATIONAL: 2. INCIDENTAL USE AREAS SECTION 302 GROUPS A-2 (FOR EXITING & PLUMBING FIXTURES ONLY) GROUP B (ACCESSORY USE <10 % ) GROUP E TABLE 509 MN 3. MIXED OCCUPANCIES SECTION 508 A. SEPARATIONS N/A B. NOTES: 1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES OR THE MAIN OCCUPANCY PER 508.2.4. 2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYING MORE THAN 10 % OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESS THAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATING AREAS DO NOT REQUIRE A SEPARATION. 0 B C 4. CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 6011602 A. TYPE II-B BUILDING ELEMENT FIRE RESISTANCE STRUCTURAL FRAME 0 HR EXT. BEARING WALLS 0 HR (OR PER TABLE 602) INT. BEARING WALLS 0 HR EXT. NON -BEARING WALLS 0 => 30 FT. INT. NON -BEARING WALLS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR VERTICAL SHAFTS AND 1 HR < 4 STORIES; 2 HR = 4 STORIES + ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HR CORRIDORS (TABLE 1020 / 708) 0 HR EXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1) INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES + 5. GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 506 A. ALLOWABLE HEIGHT AND AREAS MOST RESTRICTIVE CONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON -SEPARATED GROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3 E II B 75 FT 3 STORIES 43,500 S.F. 6. ALLOWABLE AREA MODIFICATIONS SECTION 506 A. SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3 GROUP E 1. EQUATION 5-2 (506.2.3) : A(a) = {A(t) + [NS * I(f)] } * S(a) A(a) = { 43,500 + [ 14,500 *0.49 ] } * 2 A(a) = 101,210 SF 2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE I(f) = [F/P - 0.25] * W/30 I(f) = [913'-9"/1231'-7" - 0.25] * 30730 I(f) = 0.49 B. ACTUAL AREA GROUP MAIN LEVEL E 44,737 SF TOTALS: 69,113 SF UPPER LEVEL MEZZANINE **PENTHOUSE 24,396 SF 4,441 SF NOTES: * THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGE OR A STORY OF THE ROOM IT SERVES PER 505.2. ** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2. 7. MEANS OF EGRESS CHAPTER 10 A. TRAVEL DISTANCES/ EXIT SYSTEMS 1. COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT. (TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.) 2. EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 D (TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.) OCCUPANCY W/SPRINKLER A, E, F-1, M, R, S-1 250 3. CORRIDORS 1020 A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTS MINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS. B. DEAD ENDS (1020.4): 50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION; OR LENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. E F BUILDING #2 CODE ANALYSIS (IBC 2018) FULLY SPRINKLERED 1. OCCUPANCY CLASSIFICATIONS SECTION 302 A. SECTION 305, EDUCATIONAL: GROUP E 2. INCIDENTAL USE AREAS TABLE 509 BOILER ROOM (15 PSI OR 10 HP) 1 HR 3. MIXED OCCUPANCIES SECTION 508 A. SEPARATIONS N/A B. NOTES: 1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES OR THE MAIN OCCUPANCY PER 508.2.4. 2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYING MORE THAN 10 % OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESS THAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATING AREAS DO NOT REQUIRE A SEPARATION. 4. CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 602 A. TYPE II-B BUILDING ELEMENT FIRE RESISTANCE STRUCTURAL FRAME 0 HR EXT. BEARING WALLS 0 HR (OR PER TABLE 602) INT. BEARING WALLS 0 HR EXT. NON -BEARING WALLS 0 => 30 FT. INT. NON -BEARING WALLS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR VERTICAL SHAFTS AND 1 HR <4 STORIES; 2 HR = 4 STORIES + ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HR CORRIDORS (TABLE 1020 / 708) 0 HR EXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1) INTERIOR EXIT STAIRWAY (1023) 1 HR <4 STORIES, 2 HR = 4 STORIES + 5. GENERAL BUILDING HEIGHT AND AREA SECTION 5041506 A. ALLOWABLE HEIGHT AND AREAS MOST RESTRICTIVE CONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON -SEPARATED GROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3 E II B 75 FT 3 STORIES 43,500 S.F. 6. ALLOWABLE AREA MODIFICATIONS A. SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3 GROUP E 1. EQUATION 5-2 (506.2.3) : A(a) = {A(t) + [NS * I(f)] } * S(a) A(a) = {43,500 + [ 14,500 * 0.47 ] } * 2 A(a) = 100,630 SF 2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE I(f) = [F/P - 0.25] * W/30 I(f) = [318'-6"/442'-5" - 0.25] * 30'/30 I(f) = 0.47 SECTION 506 B. ACTUAL AREA GROUP MAIN LEVEL UPPER LEVEL MEZZANINE PENTHOUSE E 8,877 SF 8,877 SF TOTALS: 17,754 SF NOTES: * THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGE OR A STORY OF THE ROOM IT SERVES PER 505.2. ** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2. 7. MEANS OF EGRESS CHAPTER 10 A. TRAVEL DISTANCES/ EXIT SYSTEMS 1. COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT. (TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.) 2. EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 (TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.) OCCUPANCY W/ SPRINKLER A, E, F-1, M, R, S-1 250 3. CORRIDORS 1020 A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTS MINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS. B. DEAD ENDS (1020.4): 50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION; OR LENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. BUILDING #3 CODE ANALYSIS (IBC 2018) FULLY SPRINKLERED 1. OCCUPANCY CLASSIFICATIONS SECTION 302 A. SECTION 303, ASSEMBLY: GROUPS A-3 (FOR EXITING & PLUMBING FIXTURES ONLY) B. SECTION 305, EDUCATIONAL: GROUP E 2. INCIDENTAL USE AREAS TABLE 509 BOILER ROOM (15 PSI OR 10 HP) 1 HR 3. MIXED OCCUPANCIES SECTION 508 A. SEPARATIONS N/A B. NOTES: 1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES OR THE MAIN OCCUPANCY PER 508.2.4. 2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYING MORE THAN 10 % OF MAIN OCCUPANCY, SMALL ASSEMBLY AREAS OF LESS THAN 750 S.F. (303.1.2) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3) 3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATING AREAS DO NOT REQUIRE A SEPARATION. 4. CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 602 A. TYPE II-B BUILDING ELEMENT FIRE RESISTANCE STRUCTURAL FRAME 0 HR EXT. BEARING WALLS 0 HR (OR PER TABLE 602) INT. BEARING WALLS 0 HR EXT. NON -BEARING WALLS 0 => 30 FT. INT. NON -BEARING WALLS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR VERTICAL SHAFTS AND 1 HR < 4 STORIES; 2 HR = 4 STORIES + ELEVATOR SHAFTS (707.3.1 / 713.4) 0 HR CORRIDORS (TABLE 1020 / 708) 0 HR EXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1) INTERIOR EXIT STAIRWAY (1023) 1 HR < 4 STORIES, 2 HR = 4 STORIES + 5. GENERAL BUILDING HEIGHT AND AREA SECTION 504 / 506 A. ALLOWABLE HEIGHT AND AREAS MOST RESTRICTIVE CONST TYPE ALLOWABLE HEIGHT ALLOWABLE NUMBER ALLOWABLE AREA NON -SEPARATED GROUP TABLE 601 TABLE 504.3 OF STORIES TABLE 506.2 OCCUPANCY 508.3 E II B 75 FT 3 STORIES 43,500 S.F. 6. ALLOWABLE AREA MODIFICATIONS A. SINGLE OCCUPANCY, MULTISTORY BUILDING 506.2.3 GROUP E 1. EQUATION 5-2 (506.2.3) : A(a) = {A(t) + [NS * I(f)] } * S(a) A(a) = { 43,500 + [ 14,500 * 0.33 ] } * 2 A(a) = 96,570 SF 2. EQUATION 5-5 (506.3.3) : AREA INCREASE DUE TO FRONTAGE I(f) = [F/P - 0.25] * W/30 I(f) = [265'-2"/456'-7 - 0.25] * 30'/30 I(f) = 0.33 B. ACTUAL AREA GROUP MAIN LEVEL E 9,702 SF TOTALS: 10,557 SF UPPER LEVEL MEZZANINE 855 SF SECTION 506 **PENTHOUSE NOTES: * THE MEZZANINE IS LESS THAN 1/3 THE AREA OF THE ROOM IT SERVES AND IS NOT COUNTED SQUARE FOOTAGE OR A STORY OF THE ROOM IT SERVES PER 505.2. ** THE ROOFTOP PENTHOUSE HOLDS MECHANICAL EQUIPMENT, DOES NOT EXTEND 18 FEET ABOVE ADJACENT ROOF, IS LESS THAN 1/3 THE AREA OF THE SUPPORTING ROOF AND IS NOT CONSIDERED AN ADDITIONAL STORY PER 1510.2. 7. MEANS OF EGRESS CHAPTER 10 A. TRAVEL DISTANCES/ EXIT SYSTEMS 1. COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1) = 75 FT. (TO A POINT WHERE OCCUPANT HAS TWO MEANS OF EGRESS.) 2. EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 (TRAVEL DISTANCE TO AN EXIT OR A RATED EXIT SYSTEM.) OCCUPANCY W/SPRINKLER A, E, F-1, M, R, S-1 250 3. CORRIDORS 1020 A. MINIMUM WIDTH (TABLE 1020.2) = 44" OR 36" FOR LESS THAN 50 OCCUPANTS MINIMUM WIDTH 72" FOR GROUP E OVER 100 OCCUPANTS. B. DEAD ENDS (1020.4): 50' IN ALL GROUPS EXCEPT A AND H WITH SPRINKLERED CONSTRUCTION; OR LENGTH = 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR. ALL BUILDINGS 8. WALL AND CEILING FINISHES TABLE 803.13 SPRINKLERED ROOMSAND GROUP CORRIDORS ENCLOSED SPACES A-1,A-2 B/A C/B A-3, A-4, A-5 B/ A C/ C B,E,M C/B C/C 9. RECYCLING SPACE MN CODE 1303.15 TABLE 1-A USE FACTOR S.F./ USE S.F. REQUIRED AUDITORIUMS, STADIUMS, GYMNASIUMS 0.001 6560 7 (EXCLUDES PLAYING AREAS, COURTS AND FIELDS) CONFERENCE ROOMS 0.0025 2741 7 DINING ROOMS 0.003 3822 12 CLASSROOMS 0.002 28242 57 KITCHEN, COMMERCIAL 0.003 1371 5 LIBRARIES (INC. ASSOC. INCIDENTAL AREAS) 0.002 3132 7 MECHANICAL EQUIP ROOM 0.001 5747 6 OFFICES 0.0025 12015 31 STORAGE AND STOCK ROOMS 0.0025 2063 6 ALL OTHERS 0.0025 4002 11 TOTAL RECYCLING SPACE REQUIRED 149 S.F. 10a. DAYTIME PLUMBING FIXTURE COUNT TABLE 2902.1 NOTE: DAYTIME OCCUPANCY IS BASED ON STUDENT/STAFF CAPACITY AND EXCLUDES ASSEMBLY SPACES A. "E" OCCUPANCY (DAY) STUDENTS / STAFF ACTUAL CAPACITY OF 820 PLUS 10 1. OCCUPANTS MEN WOMEN TOTAL 451 451 902 DRINKING SERVICE 2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK 1:50 <2/3 OF WC 1:50 1:50 1:50 1:100 1 3. FIXTURES REQUIRED 10 NONE 10 10 10 10 1 4. ACTUAL FIXTURES 20* 0 22 21 22 20 3 * 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS. 10b. EVENING PLUMBING FIXTURE COUNT TABLE 2902.1 NOTE: EVENING OCCUPANCY ASSUMES CONCURRENT EVENTS IN CAFETERIA & GYMNASIUM A. "A-2" OCCUPANCY (CAFETERIA) 1. OCCUPANTS MEN WOMEN TOTAL 111 111 222 DRINKING SERVICE 2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK 1:75 <2/3 OF WC 1:200 1:75 1:200 1:500 1 3. FIXTURES REQUIRED 2 NONE 1 2 1 1 1 B. "A-3" OCCUPANCY (GYMNASIUM) 1. OCCUPANTS MEN WOMEN TOTAL 300 300 600 DRINKING SERVICE 2. FIXTURE RATIO WC URINAL LAV WC LAV FOUNTAINS SINK 1:125 <2/3 OF WC 1:200 1:65 1:200 1:500 1 3. FIXTURES REQUIRED 3 NONE 2 5 2 2 1 C. TOTAL EVENING FIXTURES REQ'D 5* 0 3 7 3 3 1 * 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS. D. ACTUAL EVENING FIXTURES 6* 0 8 8 9 8 2 * 0 URINALS ARE BEING SUBSTITUTED FOR 0 MEN'S WATER CLOSETS. 12. ENERGY CODE THE ENERGY CODE USED FOR THIS PROJECT IS IECC THE BUILDING IS IN ZONE # 6A NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 EFFECTIVE CODE REFERENCES 2020 MINNESOTA STATE BUILDING CODE (MSBC), CHAPTER 1305, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL BUILDING CODE (IBC) 2020 MINNESOTA STATE MECHANICAL AND FUEL GAS CODE, CHAPTER 1346 2020 NATIONAL ELECTRICAL CODE (NEC) 2015 MINNESOTA STATE PLUMBING CODE, CHAPTER 4714 2020 MINNESOTA STATE FIRE CODE, WHICH ADOPTS AND AMENDS THE 2018 INTERNATIONAL FIRE CODE 2020 MINNESOTA COMMERCIAL ENERGY CODE, CHAPTERS 1322 & 1323 2020 MINNESOTA ACCESSIBILITY CODE, CHAPTER 1341 2020 MINNESOTA ELEVATOR AND RELATED DEVICES CODE, CHAPTER 1307 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA Aw t is i ii i All P License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Comm: 192237 Date: 11 /20/2020 Drawn: THE Check: EBL North CODE ANALYSIS Scale: 1/16" = V-0" 1 2 3 4 5 6 7 CODELEGEND 8 MN A B C h7 E F REQUIRED WIDTH: 113x0.2=23" ACTUAL WIDTH: 32" 113 UILDIN E IIB REQUIRED WIDTH: 111 x 0.15 = 17" ACTUAL WIDTH: 32" 1 HR FIRE RATED CONSTRUCTION; EXTEND 4' BEYOND FIRE WALL PER ll 7nR F 1 1 ACTUAL WIDTH: 64" REQUIRED WIDTH: 213x0.15=32" ACTUAL WIDTH: 32" REQUIRED WIDTH: (A OCCUPANCY) 104 104x0.2=21" ACTUAL WIDTH: 32" REQUIRED WIDTH: (A OCCUPANCY) �100 100x0.2=20" tc ACTUAL WIDTH: 32" I I BUILDING #3 1 HR FIRE RATED CONSTRUCTION; EXTEND 4' BEYOND FIRE WALL PER IBC 706.5.1.1 REQUIRED WIDTH: (A OCCUPANCY) 100x0.2=20" ACTUAL WIDTH: 32" JREQUIRED W@TH: (A OCCUPANCY) 114x0.2=23" ACTUAL WIDTH: 96" REQUIRED WIDTH: (E OCCUPANCY) 296x0.15=45" ACTUAL WIDTH: 96" AREA 'A' AREA'B' REQUIRED WIDTH: 283 283 x 0.15 = 43" - - / CTUAL WIDTH: 64" I — — — — — 0 W I REQUIRED WIDTH: 283 283 x 0.15 = 43" ACTUAL WIDTH: 64" I I ®J UILDING #1 E 1113 MAIN PATH OF EGRESS EXIT LOAD OCCUPANTLOAD OCCUPANT FACTOR 00 N N N M NEW 2 HOUR FIRE WALL (AREA SEPARATIONS: 706.1, HORIZONTAL EXITS: 1025.1) DOOR OPENINGS: 90 MIN.; < 25% LENGTH OF WALL GLAZING: 90 MIN. 100 SQ. IN. MAX DUCTWORK: 90 MIN. FIRE DAMPER NEW 2 HOUR FIRE BARRIER (SHAFT ENCLOSURES: 707.3.1, HORIZ EXITS: 1025.1 /707 /711, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY/ EXIT ACCESS STAIRWAY: 1022.2, /707 /711) DOOR OPENINGS: 90 MIN. GLAZING: 100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH DUCTWORK: 90 MIN. FIRE DAMPER 90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES) CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE (509.4.2 / MN PR-01) GAPS < 1 1/2": MINERAL WOOL OR FIRE SAFING GAPS > 1 1/2": SMOKE SEALANT DOOR CLOSERS REQ'D: (SMOKE GASKETING NOT REQUIRED) TRANSFER DUCTS: SMOKE DAMPER STANDARD DUCTS: SMOKE / FIRE DAMPER NOT REQUIRED 1 HOUR SMOKE BARRIER (OCCUPANCY 1-3, 408.6 / 709.3) OPENINGS: DOORS 20 MIN., WINDOWS 45 MIN. GLAZING: 1296 SQ IN, 54" MAX WIDTH/ HEIGHT OR MAX SIZE TESTED DUCTWORK: SMOKE DAMPER O O O O O O O O O O O O O O O O O O O O O O O O O 00 O O O O O O O O O O O O O O O NEW ZERO RATED CORRIDOR (1018.1 WITH SPRINKLER SYSTEM) OPENINGS: 0 MIN. GLAZING: 0 MIN. DUCTWORK: CORRIDOR CANNOT BE USED AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCTS. NOTE: RETURN AIR PLENUMS ARE ALLOWED. (1018.5.1) \ t9., \ \ \ \ CLASSROOM CLASSROOM\ CLASSROOM \ \ \ \ \ \ \ I \ I �J \ \ I \ \ SMALL \ GROUP \ I ------ - - - - -- \ I \ \ 265 SF STAFF 95' \ OFFICE 81 SF \ TOTAL AREA = 706 SIF ------------------- - - - - -- L r J 74'-9" COMMON PATH I � --------- -- J r-- ---� or I I I I I 1 1 I I v 72" 129 SF SMALL I 114 SF I I - - - - - - - — 71 GROUP I I I I I I I I I I CALMING SENSORY L - CLASSROOM ROOM ROOM I I I I SPECIAL ED/ INTERVENTION I I I I I I I II II I II I I I I I I I I I II II I II I I I I I I I I I I I I I I I I - ---- I I I I I I I 1 1 dl \V __1 - L) A I I I I I I I I I I I I I L- - - - - - - - - - - - I CLASSROOM 4' SMALL 3ROUP ELEC STORAGE T r�1 < < < < 0 < Y 4 S < < NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA low .e ..- %J L% r License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Comm: 192237 Date: 11/20/2020 Drawn: THE Check: Ell North CODE PLAN - MAIN LEVEL CODE PLAN - MAIN LEVEL 1/16" = 1'-0" 0 12' 24' ENLARGED STUDIO CODE PLAN, TYPICAL 1/8" = 1'-01, 0 6' 12' Scale: As indicated A0m101 1 2 3 4 5 6 7 8 CODE LEGEND NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 MN A 0 A B C ri1 E F REQUIRED WIDTH: 283 x 0.15 = 43" ACTUAL WIDTH: 64" UILDING #2 E IIB 274x0.2=55" ACTUAL WIDTH: 44" BUILDING #3 REQUIRED WIDTH: 283 x 0.15 = 43" ACTUAL WIDTH: 64" 1 \\ 283 *@ .15 = 43" ACTUAL \ \ allpQ-I: 64' \ \ \ \ \ IIB ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ I I 1 I I �� /III \ UILDIN P [I � 0 11, o PENTHOUSE 14 0 00 SF MAIN PATH OF EGRESS OEXIT LOAD ® OCCUPANT LOAD OCCUPANTFACTOR N N N N NEW 2 HOUR FIRE WALL (AREA SEPARATIONS: 706.1, HORIZONTAL EXITS: 1025.1) DOOR OPENINGS: 90 MIN.; < 25% LENGTH OF WALL GLAZING: 90 MIN. 100 SQ. IN. MAX DUCTWORK: 90 MIN. FIRE DAMPER NEW 2 HOUR FIRE BARRIER (SHAFT ENCLOSURES: 707.3.1, HORIZ EXITS: 1025.1 /707 /711, OCCUPANCY SEPARATIONS: 508.4, INTERIOR EXIT STAIRWAY/ EXIT ACCESS STAIRWAY: 1022.2, /707 /711) DOOR OPENINGS: 90 MIN. GLAZING: 100 SQ IN MAX, 33" MAX HT, 10" MAX WIDTH DUCTWORK: 90 MIN. FIRE DAMPER 90 MIN FIRE/ SMOKE DAMPER (AT SHAFT ENCLOSURES) CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE (509.4.2 / MN PR-01) GAPS < 1 1/2": MINERAL WOOL OR FIRE SAFING GAPS > 1 1/2": SMOKE SEALANT DOOR CLOSERS REQ'D: (SMOKE GASKETING NOT REQUIRED) TRANSFER DUCTS: SMOKE DAMPER STANDARD DUCTS: SMOKE / FIRE DAMPER NOT REQUIRED 1 HOUR SMOKE BARRIER (OCCUPANCY 1-3, 408.6 / 709.3) OPENINGS: DOORS 20 MIN., WINDOWS 45 MIN. GLAZING: 1296 SQ IN, 54" MAX WIDTH/ HEIGHT OR MAX SIZE TESTED DUCTWORK: SMOKE DAMPER 00000000 000000000 00000000 0 0 0 0 0 0 0 00 00000000 NEW ZERO RATED CORRIDOR (1018.1 WITH SPRINKLER SYSTEM) OPENINGS: 0 MIN. GLAZING: 0 MIN. DUCTWORK: CORRIDOR CANNOT BE USED AS SUPPLY, RETURN, EXHAUST, RELIEF OR VENTILATION AIR DUCTS. NOTE: RETURN AIR PLENUMS ARE ALLOWED. (1018.5.1) INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA is i 7J ior ii i !i i ire i •_ License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Comm: 192237 Date: 11/20/2020 Drawn: THE (I Check: EBL North CODE PLAN - UPPER LEVEL CODE PLAN - UPPER LEVEL 1/16" = 1'-0" 0 12, 24' CODE PLAN - PENTHOUSE 1/16" = 1'-0" = 0 12' 24' Scale: 1/16" = 1'-0" A0m102 1 2 3 4 5 6 7 8 MN 0 A B C h] CODE PLAN - STORM SHELTER 1/8" = 1'-0" 0 6' 12' OL T.O. STL STUD 134'-0" T.O. PRECAST 132'-0" T.O. STUD - MUSIC 119'-0" E iu E] g 3� o - � sz FINISH FLOOR 100'-0" OL T.O. FOOTING SEE STRUCT F A.1 Lei E HELD OPEN ;AL VENTILATION E HELD OPEN ,AL VENTILATION SHELTER SIGN FED DOOR 1'-6" N TORNADO SAFE ROOM - o � (V N � a LL 250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST) LL Q N a MISSILE IMPACT RESISTANCE: 15 LB 2x4 @ 67 MPH (HORIZONTAL SURFACES) 15 LB 2x4 @ 100 MPH (VERTICAL SURFACES) SAFE ROOM BUILDER: ICS B C C.7 D MOTORIZED ROOF HATCH FOR VENTILATION EXHAUST WITH #3 REBAR AT 3" O.C., (SEE STRUCT) 8.38 SF X (3) ROOF HATCHES = 25.14 SF COMPOSITE DECK, SEE STRUCT N 1// I a 6 Ax 14" PRECAST PANELS, SEE STRUCT CURTAINWALL WITH COILING STORM SHUTTER,TYP. • I I I v B1 A5.202 CANOPY FRAMING - T/BEAM - - - - - - - - - - - - - - - - - - - - 111' 61/2" F \ STORM LOUVER VENT, SEE MECH I � n Q CONCRETE SLAB ON GRADE, / SEE STRUCT _I -III 9 0l I I III -III IIIIIIIIII I ICI I IIII-III IIIIIIIIIIIIIII-III I� I I IIIIIIIIIIIIIII-III IIIIIII I IIIII-III III IIII I ICI I I III _ - III_I -III-I °a � I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III -III -III -III -III -III -III -I .I - _I -I a. III -III -I I -I I I -I I -I I I -III I I -I I -I I I -I I -I I I -III -I I I -I I -I I I -I I -I I I -I I -I I I -I I -I I -III I I I -I I -I I I -I I -I I I -I I -I I I -III I I I -III a III -_I -I �" ". IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIIIII a , I - _I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII I IIIIIII-III ffiaCONIC. FOUNDATION& I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III --I °-a I= FOOTING, SEE STRUCT = III=III=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II II1=1I1-El I1=1I1=1I1=1I1=II1=1I1=1II- =1 I I -I I I -I I I=1 I I I I 1=1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 STORM SHELTER BUILDING SECTION SIGN TYPE 'A' - COMMUNITY SHELTER SIGN (BY OTHERS) 3" = 1'-0" lllllllllllllt 0 3" 6" 1'-6" o a F u_ LL Q C in N TORNADO SAFE ROOM CV 250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST) SAFE ROOM BUILDER: ICS o N SIGN TYPE 'B' - IDENTIFYING SIGN (BY OTHERS) 3" = 1'-0" lllllllllllllt 0 3" 6" 5" H TORNADO GRAPHIC THERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECT 3/4" ARIAL FONT, WHITE RAISED LETTERING INTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM" 3/8" ARIAL FONT, WHITE RAISED LETTERING 6" H TORNADO GRAPHIC THERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECT 3/4" ARIAL FONT, WHITE RAISED LETTERING INTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM" 3/8" ARIAL FONT, WHITE RAISED LETTERING OVERALL BUILDING FLOOR PLAN 1 " = 40'-0" 0 30' 60' LEGEND: STORM SHELTER - EXTENTS STORM SHELTER - OCCUPANT FLOOR AREA STORM SHELTER MSBC 4231 ICC/NSSA 2014 STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS 1. TYPE OF SHELTER: COMMUNITY TORNADO 2. WIND DESIGN CONFORMS TO THE PROVISIONS OF ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS, 2014 3. WIND DESIGN SPEED: 250 mph (3-SECOND GUST) 4. WIND EXPOSURE CATEGORY: C 5. INTERNAL PRESSURE COEFFICIENT: GCpi = 0.55 6. TOPOGRAPHIC FACTOR: Kzt = 1.0 7. DIRECTIONALITY FACTOR: Kd = 1.0 8. SHELTER HAS NOT BEEN CONSTRUCTED IN AN AREA SUSCEPTIBLE TO FLOODING IN ACCORDANCE WITH CHAPTER 4 9. DESIGN FLOOD ELEVATION: NA; BASE FLOOD ELEVATION: NA 10. SEE SPECIFICATIONS FOR DOCUMENTATION THAT COMPONENTS OF THE ENVELOPE MEET PRESSURE AND MISSILE IMPACT TEST REQUIREMENTS IN CHAPTER 3 & 8 11. SEE STORM SHELTER FLOOR PLAN ON THIS SHEET. 12. SEE STORM SHELTER BUILDING SECTION ON THIS SHEET. 13. LOWEST SHELTER FLOOR ELEVATION: 100' - 0" 14. OCCUPANT LOAD: A. 720 STUDENTS + 100 STAFF = 820 TOTAL OCCUPANTS 15. USABLE STORM SHELTER FLOOR AREA: A. {[OCCUPANTS x 5 SF] + [OCCUPANTS/200] * 10 sf}*1.35 OCCUPANT FLOOR AREA = SHELTER AREA {[820 x 5 sf] + [(820/200)] * 10]) * 1.35 = OCCUPANT FLOOR AREA {4100+411*1.35=4,141 SF B. ACTUAL OCCUPANT FLOOR AREA: 6,633 SF C. ACTUAL GROSS AREA: 7,759 SF 16. VENTING AREA: 35 SF REQUIRED, 39 ACTUAL SF 17. PLUMBING FIXTURE COUNT A. OCCUPANTS 820 B. FIXTURE RATIO WC URINAL LAV 2:500 1:1000 1 st 500 Then 1:500 C. FIXTURES REQUIRED 3 0 1 D. ACTUAL FIXTURES 3 0 4 18. MINIMUM FOUNDATION CAPACITY: DESIGN SOIL BEARING PRESSURE = 4,000 POUNDS PER SQUARE FOOT. SEE "FOUNDATIONS" SECTION IN GENERAL STRUCTURAL NOTES ON SHEET S0.02 AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 19. SHELTER INSTALLATION REQUIREMENTS (ANCHORS) STORM SHELTER STRUCTURE CONSISTS OF PRECAST ROOF FRAMING, FLOOR FRAMING, AND WALL PANELS PER CONSTRUCTION DOCUMENTS. PRECAST IS A DEFERRED STRUCTURAL COMPONENT DESIGNED BY MANUFACTURER IN WHICH THE DESIGN WILL BE CERTIFIED BY LICENSED ENGINEER. PRECAST AND ITS CONNECTIONS, INCLUDING CONNECTIONS TO FOUNDATION, IS TO BE DESIGNED IN ACCORDANCE WITH STORM SHELTER DESIGN CRITERIA AND AS DETAILED IN STRUCTURAL DRAWINGS. 20. AN ICC-500 COMPLIANT FIRST AID KIT WILL BE SUPPLIED AND INSTALLED BY THE OWNER. 21. FIRE EXTINGUISHERS ARE PROVIDED (NOTED AS 'FE-) AS REQUIRED BY 602.1. NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA %l /1 1 low dr or AF Jos _ 01 f License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Comm: 192237 Date: 11/20/2020 Drawn: THE Check: EBL North CODE PLAN - STORM SHELTER 3/16" = 1'-0" 0 4' 8' Scale: As indicated 1 2 3 4 DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH I FRAME kl_ MOUNTING CONDITIONS I HDW GRP REMARKS ITYPE I QTY IWIDTH 1HEIGHT IMATL ITYPE IDEPTH I MATL IHEAD IJAMB ISILL 5 6 DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME JGL MOUNTING CONDITIONS �HDWGRP REMARKS TYPE QTY WIDTH HEIGHT MATL I TYPE I DEPTH I MATL IHEAD IJAMB ISILL 7 8 MN 0 A B C A100A AL2 1 T-0" T-0" AL -- T-0" CW2 -- AL -- See Elev. See Elev. See Elev. 01 Al00B AL2 1 T-0" T-0" AL -- 3'-0" CW2 -- AL -- See Elev. See Elev. See Elev. 04 A100C AL2 1 T-0" T-0" AL -- 3'-0" CW2 -- AL -- See Elev. See Elev. See Elev. 04 1 "A" A101A AL2 1 T-0" T-0" AL -- 3'-0" SF2 -- AL -- See Elev. See Elev. See Elev. 03 4 A101 B AL2 1 T-0" T-0" AL -- T-0" SF2 -- AL -- See Elev. See Elev. See Elev. 05 4 A101 C AL2 1 T-0" T-0" AL -- T-0" SF2 -- AL -- See Elev. See Elev. See Elev. 05 4 A102A F 1 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 A102B F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 A102C F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A102D F 11 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A102E F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A102F F 1 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 Al 03 F 2 T-0" T-0" E H M -- 6'-4" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 34 Al 04 G 1 T-0" T-0" WD -- 5'-4" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 30 Al05A G 11 3'-4" T-0" WD -- 6'-0" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 56 5 Al06A G 1 3'-4" T-0" WD -- 6'-0" FR 3A -- HM -- C5/A4.801 C5/A4.801 C5/A4.801 56 5 Al06B G 1 T-0" T-0" WD -- 5'-4" FR 3A -- 2 HM -- C5/A4.801 C5/A4.801 C5/A4.801 52 5 Al 07 F 2 T-0" 8'-0" HM 90 MIN 6'-4" FR 1 V-6" HM -- C6/A4.801 E6/A4.801 F7/A4.706 68 3 A107A F 1 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A107B F 11 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A107C F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 A108A G 2 T-0" 8'-0" HM -- 6'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 F7/A4.706 67 6 Al08B F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 72 1 "L",3 Al08C F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 72 1 "M",3 Al 08D F 1 4'-0" 6'-8" H M -- 4'-4" FR 1 A -- HM -- B 1 /A5.602 D 1 /A5.602 E 1 /A5.602 13 Al 08E F 1 4'-0" 6'-8" H M -- 4'-4" FR 1 A -- HM -- B 1 /A5.602 D 1 /A5.602 E 1 /A5.602 13 Al 08F A F 1 4'-0" 6'-8" H M -- 4'-4" FR 1 A -- HM -- B 1 /A5.602 D 1 /A5.602 E 1 /A5.602 13 Al08G F 1 T-0" T-0" HM 90 MIN 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 69 1 "N",3 A108H MCSDF 1 8'-0" 11'-0" ST -- 8'-4" MCSD -- ST -- 1 C6/A5.602 F7/A5.602 E7/A5.602 A108J MCSDF 1 8'-0" 11'-0" ST - 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602 A108K MCSDF 1 8'-0" 11'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602 Al09 F 1 4'-0" T-0" HM 90 MIN 4'-4" FR 1 2'-0" HM -- C6/A4.801 E6/A4.801 I F7/A4.706 170 13 A110 F 1 T-0" T-0" IHM 190 MIN 3'-4" FR 1 2'-0" HM -- C6/A4.801 E6/A4.801 I F7/A4.706 170 13 A111 F 1 4'-0" T-0" IHM 190 MIN 4'-4" FR 1 2'-0" IHM I C6/A4.801 I E6/A4.801 I F7/A4.706 170 13 in N LO zo 0 10 N 74IT e1N N O D C5 M . A5.504 JIV 0 - D1 EA5.504 L2 10 D7 v 99'-6" 9 C? B1 A5.204 zo 0p bo w CM B3 A5.204 LO - - L2 D1 99'-6„ � A5.504 00 E O " - 6'-9„ off. om a 2p "z � N F 7min Al12A F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 44 3 Al12B F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 71 1 "K",3 Al13A F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 15 1 "J" Al13B OH 1 8'-0" T-10" ST -- 8'-4" OH -- -- -- B4/A5.602 D4/A5.602 C3/A5.601 Al14A F 1 T-0" T-0" HM 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 58 Al14B F 1 T-0" T-0" HM 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 58 Al14C F 1 T-0" T-0" HM 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 58 Al15A F 1 T-0" T-0" HM 90 MIN 3'-4" FR 1 -- HM -- D1/A4.801 C1/A4.801 -- 35 Al15B F 2 T-0" T-0" HM -- 6'-4" FR 1 -- HM -- E4/A5.602 E5/A5.602 D7/A5.601 09 1 "1" Al15C F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 17 Al 16 G 1 T-0" T-0" HM -- 5'-4" FR 3A -- HM -- A2/A4.801 C2/A4.801 -- 29 Al17A F 1 3'-4" T-0" HM -- T-8" FR 1 -- HM -- C5/A5.601 D5/A5.601 A7/A5.601 14 1 "H" Al17B OH 1 10'-0" T-10" ST -- 10'-4" OH -- -- -- C1/A5.601 D1/A5.601 C3/A5.601 Al17C F 2 T-10" T-0" EHM -- 8'-0" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 66 Al17D F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- C5/A5.601 D5/A5.601 -- 12 Al 18 F 2 T-0" T-0" HM -- 6'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 37 Al19A F 2 T-0" T-0" EHM -- 6'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 33 Al19B F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- C5/A5.601 D5/A5.601 A7/A5.601 63 ---- 1 Al20 G 1 T-0" T-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29 Al21 F 1 T-0" T-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21 Al22 F 1 T-0" T-0" HM -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 36 A123A MCSF 1 6'-0" 5'-0" ST -- 6'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 E3/A4.801 A123B F 1 4'-0" T-0" WD -- 4'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 32 A123C MCSF 1 T-0" T-10" ST -- 3'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 -- A123D MCSF 1 6'-0" T-10" ST -- 6'-4" MCSF -- ST -- 1 - D3/A4.801 E5/A4.801 -- A123E MCSF 1 T-0" T-10" ST -- 3'-4" MCSF -- ST -- D3/A4.801 E5/A4.801 -- A123F F 1 4'-0" T-0" WD -- 4'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 32 A123G F 1 4'-0" T-0" HM -- 4'-4" FR 1 -- HM -- A2/A4.801 C2/A4.801 -- 36 A124A AL2 1 T-0" T-0" AL -- T-0" SF3 -- AL -- See Elev. See Elev. See Elev. 06 A124B AL2 1 T-0" T-0" AL -- T-0" SF3 -- AL -- See Elev. See Elev. See Elev. 07 A124C AL2 1 T-0" T-0" AL -- T-0" SF3 -- AL -- See Elev. See Elev. See Elev. 07 A124D AL2 1 T-0" T-0" AL -- T-0" SF3 -- AL -- See Elev. See Elev. See Elev. 06 A124E AL2 1 T-0" T-0" AL -- 3'-0" CW28 -- AL -- See Elev. I See Elev. I See Elev. 02 1 "G" Al25 F 2 T-0" T-0" JEHM -- 6'-4" FR 1 -- HM I A1/A4.801 JAVA4.801 -- 34 0 3.9 4.3 4.6 5.8 6 7 ' 12'-7" 4'-5" - " 20'-1 " 4'-2" 18'-8" 24'-4 1 /2" 42'-9" 18'-2" VAg - ' 4'-4" 6'-0" 35'-11' - "3 -2" 8'-0" 8'-5" I I I I I I C1 5'-0" x 6'-8" CONIC 5'-0' x 6'-8" CONIC F1 STOOP, SEE STIRCT D2 STOOP, SEE STRUCT A0.103 7 A5.203 \ 17 7 CW25 J - - - - 17 1 _ A108B Ai 12B TYP FED WA1 ER RISER C 40 40 40 TYP SLOPED DRIVE, SEE CIVIL F7 (OUTDOOR A112LO A5.501 ISTORAGE - 2" $" Al O m A113 A4.706 23 O 5'- " x 10'-0" CONC ¢ CD ti C 2L; 1 S OOP, SEE STRUCT T.O.S ih Al A4.706 I MA3 F7 YP J A5.202 40 I 16 34 E 17 - - - - - -ELEC - - I - - 1 A114B A114A o FE N B1 FE - I A4.203 I. . C) 1 MA3 - O 1 DATA ti 40 1 1'-4" All 15A ¢ ¢ GYM STORAGE Al14B A114A A111 I LO 7.9 8 2, J2" 15'-4" 5-0" x 6'-8" CONIC STOOP, SEE STRUCT P 10.9 11 P 1224'-3" „ 21'-5" 5'-1" 8'-5" 8'-0" T- ' 5-0" x 6'-8" CONIC STOOP, SEE STRUCT P 108C 10 40 L� SWING SW NG I 22 22 I I I I SEE SHEET A4.301 FOR FLOOR STRIPING INFORMATION 8.9 9.9 13'-8" 102'-4" 63'-2" I I F4 A5.202 MBD MBD GLASS SYSTEM SCHEDULE MAIN LEVELAREA'A' NEW ELEMENTARY OVERALL I OVERALL NUMBER OF MOUNTING CONDITIONS Hardware SCHOOL MARK Type WIDTH HEIGHT FIXED PANELS Head I Jamb I Sill Set REMARKS GS-A101 IGS4 5'-0" 6'-0" 12 jSeeEIev. IseeElev. IseeElev. I 115198 Forest Boulevard Hugo, Minnesota 55038 OPERABLE WALL SCHEDULE MAIN LEVEL AREA'A' DOOR NO WIDTH HEIGHT TYPE PANEL I QUANTITY MOUNTING CONDITIONS HDW IGRP REMARKS HEAD IJAMB ISILL OW-A105 40'-0" 11 T-6" 1 OEW 110 1 See Elev. I See Elev. I See Elev. DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) I I � CW25 40 L�40 - - I CW25 Y Io ¢ F3 A5.202 I I 40 0 F1 A5.202 0 o SL1 I INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 `J t E B C� �� D r L- KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA rl -lop er AV i J � License Paul Aplikowski Number: 42737 Date 11/20/2020 F3 1 CIRC M N ao ` 14 REFRIDGERATOR LOCATION, NIC L2 L2 5'-0" x 6'-0" CONIC m A119 Al17C _ SERVERY 1 A102D T.O.S 1 CD Q STOOP, SEE STRUCT O i�I MAs o 29 A123D 29 O 99'-10" i 1a Aa.aoa O L r - 2 Q 1 _ I I - I GA2 15 DISPLAY SCREEN #2 r A123A -I I TLT N +\\\ a 33 W2 16 7 1 _ 11� _ _ _ _ _ - A102C _ _ - - C O CONCRETE STAIR, SEE STRUCT M 5 00 GA3 1 TL TOILET i 11 CV GAz GA3 _ r 17 BOLLARD, SEE DETAIL B1/A6.101 r r r � M GA3 1 m A102 I O _ 5'-4" 6'-0" 5'-4" 7 WASH FOUNTAIN Al2 F A1236 1 A102B 1 `' 11' 4 5/8" 1g RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 4'-3" I 1 LO MUSIC 7 A4.4o3 Es w3 0 D1 L J _ 33 ' O FLAG POLE, SEE DETAIL B3/A6.101 5'-0" x 8'-0" CONIC Qww �`.I A4.103 a0revaDSTOOP, SEE STI4UCT F1 a 8'-0" 8'-10" 4'-4" T-8" 16'-0" T-4" T-8" 4'-4" 8'-6" i TLT i MUSIC ~o <? 20 PROVIDE SHELF AND MOP HOLDER PER SPEC STORAGE I I W co SECTION 10 28 13 1 -9 7/8" 1 „ 11" 4 1 A102A 1 3 A4.4o1 E B, -- - O ¢ I A103 _1�I - P1 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE N 33 W2 EXACT LOCATION WITH GYM STRIPING PLANS I I 9 a_o a-o a o° 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE F4 1 N I I 1 MBD 13 (DMBDTBD EXACT LOCATION WITH GYM STRIPING PLANS A5.203 ¢ O I I 3 3 3 �± 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 A106B �+ CAFETERIA ¢ � 24 DOCK LEVELER, SEE DETAIL B5/A6.101 ' In 1 1 E4 1 35 SIM A4.405 C1 GBz GBz 6 A5.6o4 o A5.201 RETAINING WALL SYSTEM - SEE CIVIL a �, 12 -0 �, o cz SF3 , Aa.aoa F3 4'-0" VESTIBULE ¢ 7 \ - CW2 B8 \ 2g METAL LOCKERS, SEE B7/A4.711 7 A100 1 � 32'-0 3/4" 20'-3 1/2" 16'-0" 21'-11" SF2 23'-1 3/8" 0 1' 2 5/8° M 27 TRASH ENCLOSURE AREA, SEE CIVIL 30 8'-3 1/2" N11� F1 CANOPY I _ a A5.201 ABOVE o 28 CUBICLE CURTAIN TRACK, REFER TO RCP CIRC _ 1 7 o B7 N 29 FLOOR BOX, COORDINATE WITH ELEC Aa.aos A101 SF1 / 30 PAINT STEEL COLUMN PT-5B 1Qj 6` 5 B101A c`7 (V GA2 GA3 Aa.aoa 7a 7 C?31 CORNER GUARD M , Op � 1 iv _11 5'-0" > 13'-4" CONIC F2 STOOP, SEE STRUCT / 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 EXTENDED DAY A5.604 O STORAGE - - - - - H 33 ROLLER SHADE 1 11 37 1 1 1 19A125 / 34 CONIC HOUSEKEEPING PAD, COORDINATE 30 DIMENSIONS AND LOCATION WITH MECH F3 A4.401 Ba TYP F4 0 CONTRACTOR I A4.711 F7 A5.201 30 (DGA2 A5.208 GMs 35 ALL OSIDBOX 3 LOCATION. PROVIDE SEALANT AROUND 1� PROVIDE COAT RACKS PER DETAIL CW29 - - 36 F1 TIN��VE L FLOOR PLAN -AREA 'A' cw o 1-0�� �� 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS A 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN N 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. cn _ 0000 4. PROVIDE SECURITY LAMINATED GLASS. co 00 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 00 (\ LEGEND: RECESSED FLOOR SLAB SEE SPOT ELEVATIONS ON PLAN FOR DEPTHS RECESSED ELECTRICAL FLOOR O BOX/POKE-THRU, COORD W/ ELEC ®HATCH INDICATED STRUCTUAL TOPPING OMITTED FOR MORTAR BED, REFER TO STRUCTURAL DRAWINGS PLAN GENERAL NOTES ¢ 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF F7 F7 4-8 16-8 6-2 WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE 1 ° A4.203 A4.203 MA3 - 1 1 m 101, 00 TYP WALL TYPES FOR ACTUAL THICKNESS. 1 _ 1 F7 ¢ Al 34 34 10 SWING GYM SWING 1 iA 1 A4.203 A4.706 TBD GA2 F1 A108 _ 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS 1 0 1 F FDA 5 A5.zoa 0 OTHERWISE NOTED. OFFICE Ei- 21 , 21 v 1�1 a N LO 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES 1 1 D4 BOILER Q co i 1 < 25 _ A5.203 A115 o A110 O 00 0o THICK UNLESS OTHERWISE NOTED. 1 II 1 A4.404 A4.403 E1 II LO co 4'_0" 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND 1 1 0 34 YP 31 GAz MBD 40 D1 SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. 1 A D 03 c7 Al TYP Al 5 ¢ AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR w FD A4.l A4.706 OPENINGS. SEE LINTEL SCHEDULE. 1 1 \ b 5. FIELD VERIFY ALL MILLWORK OPENINGS. 1 1 27 25 Al CHAIR Aa.7os STORAGE 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE a ; 34 E4 _ /� F a0 - FLOORS UNLESS OTHERWISE NOTED. PROVIDE 1 1 I D1 Al YP (A4.202 /'T\ A109 ¢ w 1 1 A5.zo3 � SL1 CONSISTENT SLOPE FROM WALL TO DRAIN BY A4.706 65 4 Q 61 - 2 � SLOPING CONCRETE, MIN. 1/4" PER FOOT. 1 4 1 18 18 FE A6.101 5 TYP A5.202 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL 1 1 FE MA3 MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 1 q ; 34 p1 J14 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM 00 _ STE P-ST t (NIlc) 18 1s NIC F7 1 I I 1 5'-0" ADJACENT WALL UNLESS OTHERWISE NOTED. A4.203 1` 6'-0" I I C?TOP OF DOCK SIM `- 5 OFFICE OL C7 A5.203 zo 7 100'-0" A5.504 � A116 J A117R Al 17A 38'-0" MA3 FD ->O I I Al16 E1 0 I I MA3 I I ` ¢ - 39 RE 5'-4" 5'-4IN MA3 9'-4" DRY STORAGE COOLER FREEZER A122 N 00 A123B T.O.S CC A123C OLER/FREEZER 99,-4„ _0 D3 - - F GA2 / A122 G C S S C 9 22 22 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS u_ SL1 - OTHERWISE NOTED. ®® ®® 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. SWING c - - - - - T.O.S 99' -91/2" SWING - - - - - a 5'-0" x 8'-0" CONIC STOOP, SEE o o FLOOR PLAN KEY NOTES: F6 Q STRUCT O O DOOR ACTUATORS A5.202 6'-4" 48'-9" 9 TYP D3 A4.706 10 - - 1 a,_0,, 12 % 40 TBD - - - - 10 - - 23 ee a - - - - - - j IC.7 O MONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 --------- ----1--- - ---- 3 5-0 - rn TUB00 SINK, SEE MECH 4 CAN WASH, SEE DETAIL D7/A4.706 TLT � D FD MA3 I A107C UMBD 1 MA3 8'-0" � � 81-01, a'-o MBD TB ` L _ -20- _ _ J All 17 13 O O GBz 2'_7" - O EMER EN Y EYE WA H. EE ME H. TYP A5.203 D I TLT E3 1 B 3 �° O - „ 26 , o A4. 06 1 A107B o A4.706 i MBD d 33 �WZ� O CABINET UNIT HEATER. SEE MECH. FOR Al N 3'- 5 1 I ¢ 3 Aa.aoa - _, SPECIFICATIONS, COORDINATE LOCATION WITH A4.706 5 E _ MA3 ¢ FE '-4° 2T 11" 7'-4" -$9 SO 1 ENSEMBLE / 3 Aa.ao, � A4.401 61 MECH. T.O.S OFFICE��� �� N _ _ GYM ENTRY 13 2 Al8 - 99'-10" -' - 7 CARD READER, SEE ELEC 9910" 99'-10" FD a TLT 11 A104 cfl 34 34 If KITCHEN A107 I - s �w3 - 8'-4" 6'-4' 1 1 I 5 1 A107A � 1 MUSIC � -33 �- -! 9 071' o(- FD A123 O z I ¢ 6'-4" - 5'-7" 4'-10" 0o gO DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR CHILLER B3 1 1 - O A105 7 Aa.ao3 Es GA3 ---'TOILET ( TERRAZZO. VERIFY W/ ARCH ENCLOSURE I STORAGE(/ I A4.103 I 1 I GA3 I J I I O � I 12 1. GMs I I I F7 TYP RECYCLE 0 1 A121 1 r NOTE: FOODSERVICE ¢ I ¢ A5.201 O CLIMBING WALL, BY OWNER - LA126 Al 1 1 ih EQUIPMENT NOT SHOWN 1 q _ _ _ _ FOR CLARITY. REFER TO _ _ _ A107 A4.706 - 1 FS DRAWINGS I E i� I TLT N MA3 Wz 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, l I ¢ 33 O SEE INTERIOR ELEVATIONS 99'-101, GA2 A102F 12 , Lo - GA2 E2 = FD D FD O FID 1 ¢ ------ --� ¢ M 1 GE1 N I �p i I F6 11 EWC, SEE MECH / ELEC C7 Q I V 18'-6" `L 8'-0" 1 TLT • In A5.201 A5.504 1 w 1 C3 0 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 99'-10" 1 MA3 _ c0 WAREWASHING o A4.706 - _ 1 A102E 1 OW-A105 00 CO 00 OFFICE A123A GM5 K o co O MUSIC STAFF LINES ON MARKERBOARD 5 A4.403 F2 1 1 L O 13 Q A120 FD FD FD CV FD 0 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11/20/2020 Drawn: THE Check: EBL North MAIN LEVEL FLOOR PLAN AREA 'A' Scale: As indicated A2. 01 a MN 0 A B C FBI E F 1 2 3 4 5 DOOR / OPENING SCHEDULE MAIN LEVEL AREA'B' DOOR NO DOOR / OPENING LABEL/ IRATING OVERALL WIDTH I FRAME GL MOUNTING CONDITIONS 1HDW GRP REMARKS ITYPE I QTY IWIDTH 1HEIGHT I MATL ITYPE IDEPTH I MATL IHEAD IJAMB ISILL B100A AL2 1 4'-0" T-0" AL -- T-0" SF4 -- AL -- See Elev. See Elev. See Elev. 59 4 B100B AL2 1 4'-0" T-0" AL -- T-0" SF4 -- AL -- See Elev. See Elev. See Elev. 53 4 B101A AL2 1 T-0" T-0" AL -- T-0" SF1 -- AL -- See Elev. See Elev. See Elev. 49 4 B 101 B G 1 3'-0" T-0" WD -- 3'-4" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 48 4 B 102 F 1 3'-0" T-0" WD -- 54" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 29 B103A F 1 3'-0" T-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 50 4 B103B F 1 3'-0" T-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31 B 104A G 1 3'-0" T-0" WD -- 5-0" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 50 B104B G 1 3'-0" T-0" WD -- 4'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 26 B106A G 1 T-0" T-0" WD -- 4'-10" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29 B106L -- -- T-0" 4'-0" -- -- T-0" FR 4A -- HM -- 1 A1/A4.801 A1/A4.801 -- B 107 F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 22 B 108 F 11 T-0" T-0" WD -- T-4" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 21 B 109 F 1 T-0" T-0" WD -- 54" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 29 B 110 F 1 3'-0" T-0" WD -- 54" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 29 B 111 F 1 1 3'-0" T-0" WD --A 54" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 29 13112 F 1 3'-0" T-0" WD -- 1 3'-4" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 41 B 113A F 1 3'-0" T-0" WD -- 3'-4" F R 1 -- HM -- Al /A4.801 Al /A4.801 -- 41 B 113B F 1 2'-8" T-0" WD -- 3'-0" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 38 B 114 F 1 T-0" T-0" WD -- 54" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 47 B 116 F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 29 B 117 F 1 2'-6" T-0" WD -- 2'-10" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 40 B118 AL 1 T-0" T-0" AL -- T-0" CW31 -- AL -- See Elev. See Elev. See Elev. 02 1 "F" B120 F 1 T-0" T-0" WD -- 54" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 25 B124A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 B124B F 1 T-0" T-0" FRP -- T-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 B124C F 1 2'-8" T-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 B124D F 1 2'-8" T-0" FRP -- 3'-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 B 125 F 1 3'-0" T-0" WD -- 3'-4" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 42 B127A AL2 1 3'-0" T-0" AL -- 3'-0" SFIS -- AL -- See Elev. See Elev. See Elev. 18 B127B AL2 1 T-0" T-0" AL -- T-0" CW27 -- AL -- See Elev. See Elev. See Elev. 10 1 "D" B 128 G 1 T-0" T-0" WD -- 64" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 57 B 129A F 1 T-0" T-0" WD -- 4'-4" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 B 130 G 1 T-0" 7'-0" WD -- 4'-4" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 B131 F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 22 B 132A F 1 T-0" T-0" WD -- 54" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 29 B 132B F 1 T-0" T-0" WD -- 54" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 31 6 GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'B' OVERALL OVERALL NUMBER OF I MOUNTING CONDITIONS Hardware MARK Type WIDTH HEIGHT FIXED PANELS Head Jamb Sill Set REMARKS GS-B100C GS 4 5'-0" U-0" 2 See Elev. See Elev. See Elev. GS-B100D GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-B100E GS 4 5'-0" U-0" 2 See Elev. See Elev. See Elev. GS-13105 GS 1 6'-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-13118A GS 4 9'-4" 5'-0" 3 See Elev. See Elev. See Elev. GS-13118B GS 4 T-11 1/2" 5'-0" 1 See Elev. See Elev. See Elev. GS-13121 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-13122 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-13133 GS 1 8'-0" 8'-0" 2 See Elev. See Elev. See Elev. 32'-0 3/4" 20'-3 1/2" 16-0" I I I I I I I I I I I 2V-11" 7 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN" ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 23'-1 3/8" _,V-2 5/8" 4 1 7 SF1 O1 N GE2 RECFPTI(_)N 3 s-0B 101 GA7 MBD O CONFERENCE I E1 A4.401 3: B102 N GA6 STORAGE GMs C 2 29 0- - - - - - - - - - - - - - 6117A � � � � 2 " r J - - GAs 41� � 1 C1 A4.401 � 7GMI 2 GA2 O 5 1 D1 EXTENDED DAY ao _ OFFICE Aa.a05 1 3 A4.405 M 1 A4.404 A4.405 CV 14 - - I� GB2 D8n B 116 3 2'-B7 - o Q 1 O GAs I I Aa.ao1 m 1 F7 A5.603 1 PLATFORM u? GA3 HEALTH ROOM B117 OeB6 M5' _011BD SF4 GA6 C2 B104 8'-8„ GA7 1 � s GA7 L B10 BB 7 N 1'-011 T.O. PLATFORM A4.4o1 o 1 1 2 m o Fa 1 1 s'-o° 5'-01, A4.707 cA7 ' 1 I 1 MBD MBD 00 F4 in PRINCIPAL D 1 A4.707 7 E2 1 1 A4.205 ALIGN TO O O GA6 - GA6 B109 33 Aa.202 1 CORNER `� EQNve EQ Ln 1 1 M B106L - 1 GA6 c O 4'_0,. 1 � GA6 � 2 MBD 1 ,-o,, 3'-6" 5'-8"I Gns OFFICE <s 1 Cl BD � I 1 1 A4.205 7 TI B106 � q�-0�� K- F6 - - - - - - - - - �-°°�� 3 zo A5.203 _ GA7 28 GA6 GA6 ' ZZ 5' 1 1 /4" 5`0" m CIRC v< ABD DEAN LEARNING Aa.aoS 1a 7 o c� <V B110 C0 COMMONS m l COT Q 29 o„ 28 B105 GA7 o 7 A4.401 A4.405 8118 BD GA6 m GA6 GA7 - B107 L - F6 _ N ILL I 203 10'-4 3/8" 2T-11 1/2" 10'-4" T- ",1'- BD TOILET A4.401 - �O 1 m CD FLEX OFFICE - B108 - - - - - - - - - - - - --� u? 7 B107 I B111 bo I O C4 O I in D3 1 2 E6 x67 i ° i )✓° Aa.103 q'- A5.207 I MBD - M 1 STORAGE s I 1 o M ELEC o ' 1 1 Fla r1 m B113A B112 GA3 AlaEO �j L GA6 - GA7 GA6 I GD2 GA6 co rtMEDIA WORK 1 1 11 - ROOM i B1036 1 bo 1 6'-0" DATA T 4%0" _ 2 B120 I� i BID - Ag4.202 GA7 6113B O MO L m LO m �- - - - - - - 5 1 1 GD2 CD LO 1 cns 1 V-6" 5'-1 1 /2" 15'-2" ' A2 A4.402 Al i _ i 31 - A4 E02 7 6 1 /2" 1 1 TBD A4.401 D1 TBD GD2 CIRC I 1 g 7 A4.401 C5 I° 14 1 0 D2 6-8 Aa.aoz O i------ 1 WORKROOM GA F O No M STAFF DINING 1 _ I I B115 MALL GROUP 17 o i STAIRS 1 2 REv TBD o° B121 -1 6a Aa.aoS 1 B100F 1 1 5 A4.401 Aa.ao1 s BDkb STACK AREA I J 1 N- - - 3- _ - 6119 - - 1 ----- - D3Bl - - - GA7 N 1 GA2 A4.707 �1 .1------- 1 C'7 GA6 J 2'-1" 8 Aa707 I GA6 - - - - - - - �J 114 GAS _ I p MBD 1 1------- T- T N.8 - � 9 3/8' MBD T 7 - f I -- ---- -1 - - 7 - 1- %Irro 1 B5 - - - -� - - �I--------1 - GA8 - - OC- P E5 SMALL GROUP N 1 - 1 T-5" 410 1/2" 5'-4" 1 sIM A5.207 m Aa.aoS Aa.aos B1 ---_ I B122 o z'_s. A4.707 GB1 GD2 MBD t 6 1/2"7 31-6" 6 CIRC lo gO g100C GA2 B1 I Ai1.405 A4.405 F1 A4.707 31 B1 - - 17'-10" - 8'-10" -9'-8" 11'-10" - 8'-8' - S-B100E GE2 CV A4.707 7 - - - - C - - -AM - - - - - - p GE2 FLr Q w n4401 3 A4.4o5 / 6 CIRC s GA3 0 1 B128 GA3 GA F2 B7 A5.604 I W5 � C7 p A5.201 50 co N 1 ,SIM F4 A5.201 W4 Ca A5.201 o , (01 6'-3" C3 B6 _ A5.2 1 CW3 � Cl ' A5.201 M W6 M L - A4.102 B100B (D A4.405 N SENSORY o_ CIRC B1 B1 F2 A4.405 2 SMALL GROUP ti c5 cfl B129 GAz w B100E 8Aa.707 A4.202 A4.202 5'-5" 6'-0" U-7" 5'-1" 6'-0° B133 o M SENSORY MBD Q.4 m B130 - - - - - 1 - - - - - - - BS 3 C7 c - Q---7 A4.706®� 6125 I�������������� �� A4.103 I C - 00 m MA3 FE 125 TILT ° I CIRC cAz GAz 28 ° 1 38 se _______ 2 -- -11 1 �„ GE2 „ B100D B132A - 6'-3" GE2 1 A4.40z 8 4'-0"2 0 1 TOILET i LO MBD s'-0" B131 ° - ----I ELEVATOR WASHROOM 1 o GA2 -- GA2 =. B123 = To 1 0 3 5'_4" MBD LT 6,_ 4 I m A4.405 SOCIAL 3 ° N TILT 1 �' 7 c� WORK/PSYCH 4" GAz 1 99'-10" II B124D T.O.S. - _ 127A STAIR: ' . `' MA5 B124B Fz l D- IC�I B126 MA5 TL U 99'-10" 1 - m B132 GA7 N TI M ° B124C 7 - - D1 - - - - - - M zz o - - - - - - - - - - - - D GA7 VEST I I A4.103 I F1 I B127 I I I I Aa.7os SIM I A4.706 F1 A5.206 6 6.3 6.5 6.6 7 MAIN LEVEL FLOOR PLAN - AREAS' 8.9 9 9.9 10.9 17 71.7 71.8 12 8 LEGEND: RECESSED FLOOR SLAB SEE SPOT ELEVATIONS ON PLAN FOR DEPTHS RECESSED ELECTRICAL FLOOR BOX/POKE-THRU, COORD W/ ELEC HATCH INDICATED STRUCTUAL TOPPING OMITTED FOR MORTAR BED, REFER TO STRUCTURAL DRAWINGS PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. (DCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 7O CARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 1g RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 26 METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 28 CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD Q 1 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA rl /1 1 License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 1112012020 Drawn: THE Check: EBL North MAIN LEVEL FLOOR PLAN AREA W Scale: As indicated A2mOl 1/8" = 1'-01, 0 6' 12' MN 0 A B C FBI E F 1 2 3 DOOR / OPENING SCHEDULE MAIN LEVEL AREA'C' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS IHDW GRP REMARKS TYPE QTY WIDTH HEIGHT MATL TYPE IDEPTH MATL IHEAD IJAMB ISILL C100A FG2 1 T-0" T-0" WD -- 8'-2" FR 6 -- HIM -- A1/A4.801 A1/A4.801 -- 59 4 C100B FG2 1 T-0" T-0" WD -- 0" FR 6 -- HIM -- -- -- -- 59 2,4 C 102 G 1 T-0" T-0" W D -- 10'-0" FIR 3A -- HIM -- A l /A4.801 A l /A4.801 -- 27 C103L -- -- 4'-0" T-2" -- -- 4'-0" FIR 5A -- HIM -- A1/A4.801 A1/A4.801 -- C105A G 1 T-0" T-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 C105B G 1 T-0" T-0" WD -- 6'-0" FIR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 C 107 F 1 T-0" T-0" WD -- 8'-0" FIR 3A -- HM -- A l /A4.801 A l /A4.801 -- 27 C 108 F 1 T-0" T-0" WD -- 6'-0" FIR 7 -- HM -- A l /A4.801 A l /A4.801 -- 27 C 111 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 C 112 F 1 T-0" T-0" W D -- 4'-8" FIR 2A -- HIM -- A l /A4.801 A l /A4.801 -- 19 4 C 113 G 1 T-0" T-0" W D -- T-4" FIR 3A -- HIM -- A l /A4.801 A l /A4.801 -- 28 C114A AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64 C114B AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63 C 115A F 1 T-0" T-0" HIM -- T-4" F R 1 -- HIM -- A l /A4.801 A l /A4.801 -- 39 C115B AL2 1 T-0" T-0" AL -- T-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 1 "B" C115C AL2 1 T-0" T-0" AL -- T-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 1 "B" C116A F 1 2'-8" T-0" FRP -- T-0" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 C116B F 1 2'-8" T-0" FRP -- T-0" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 C116C F 1 2'-8" T-0" FRP -- T-0" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 C116D F 1 T-0" T-0" FRP -- T-4" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 C 116E F 1 T-0" T-0" W D -- 3'-4" F R 1 -- HIM -- A l /A4.801 A l /A4.801 -- 51 C 117 F 1 2'-8" T-0" W D -- T-0" IFIR 1 -- HIM -- A l /A4.801 A l /A4.801 -- 40 C 118 1 F 2 T-0" T-0" W D -- 64" IFIR 1 -- HIM -- A l /A4.801 A l /A4.801 -- 46 C 119 1 G 11 T-0" T-0" WD -- 4'-8" 1 FIR 3A -- HM -- A l /A4.801 A l /A4.801 -- 28 11.7 4 5 6 GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'C' OVERALL OVERALL NUMBER OF MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS Head I Ja-m-b--1 Sill Hardware Set REMARKS GS-C101A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-C101 B GS 2 6-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-C104A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-C104B GS 2 T-0" 8'-0" 1 See Elev. See Elev. See Elev. GS-C109 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-Cl 10A GS 4 8'-4" 6'-0" 2 See Elev. See Elev. See Elev. GS-C110B GS 4 V-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev. OPERABLE WALL SCHEDULE MAIN LEVEL AREA'C' DOOR NO WIDTH I HEIGHT I TYPE MOUNTING CONDITIONS HDW GRP REMARKS IHEAD IJAMB SILL OW-C102 25'-0" 8'-0" 1 FGP-1 I See Elev. I See Elev. I See Elev. 7 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8 NEW ELEMENTARY SCHOOL PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE 15198 Forest Boulevard WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS Hugo, Minnesota 55038 OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR INDEPENDENT SCHOOL OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. DISTRICT #624 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 4855 Bloom Ave 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL White Bear Lake, Minnesota 55110 MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS • , OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 O EMERGENCY EYE WASH. SEE MECH. YY�/�� OLD ARCHITECTS AND ENGINEERS OCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH 332 Minnesota Street, Suite W2000 MECH. Saint Paul, MN 55101 7O CARD READER, SEE ELEC ODEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR woldae.com 1651 227 7773 TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC,SEE MECH /ELEC , KRAUS-ANDERSON 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 1g RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL Zg CUBICLE CURTAIN TRACK, REFER TO RCP Zg FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-513 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD Q 1 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA V t r License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: EBL North MAIN LEVEL FLOOR PLAN AREA V MAIN LEVEL FLOOR PLAN - AREA'C' F 1 1 /8" = V-0" 0 6' 12' Scale: As indicated A2. 01 c MN 0 A B C FBI E F 1 2 3 DOOR / OPENING SCHEDULE MAIN LEVEL AREA'D' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH I FRAME GL MOUNTING CONDITIONS IHDW GRP REMARKS TYPE I QTY IWIDTH 1HEIGHT I MATL ITYPE IDEPTH I MATL IHEAD IJAMB SILL D100A FG2 1 3'-1 T-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4 D100B FG2 1 T-0" T-0" WD -- 0" FR 6 -- HM -- -- -- -- 59 2,4 D 102 G 1 3'-1 T-0" WD -- 10'-0" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 D103L -- -- 4'-0" T-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 -- D105A G 1 T-0" T-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 D105B G 1 T-0" T-0" WD -- I FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 D 107 F 1 T-0" 8'-1 WD -- 8'-0" FR 3A -- HM -- A l /A4.801 A l /A4.801 -- 27 D 108 F 1 T-0" T-0" WD -- II F R 7 -- HM -- A l /A4.801 A l /A4.801 -- 27 D 111 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 D 112 F 1 3'-0" T-0" WD -- 4'-8" FR 2A -- HM -- Al /A4.801 Al /A4.801 -- 19 D 113 G 1 3'-0" T-0" WD -- T-4" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 28 D114A AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63 D114B AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64 D 115A F 1 3'-0" 7'-0" HM -- 3'-4" FR 1 -- HM -- 1 A1/A4.801 A1/A4.801 -- 39 D115B AL2 1 3'-1 T-0" AL -- 3'-1 CW1 -- AL -- See Elev. See Elev. See Elev. 08 1 "C" D115C AL2 1 T-0" T-0" AL -- T-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 D116A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 D116B F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 D116C F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 D116D F 1 T-0" T-0" FRP -- T-4" JFR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 D 117 F 1 2'-8" T-0" WD -- T-0" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 40 D 118 F 2 T-0" T-0" IWD -- II FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 145 D 119 G 1 3'-1 T-0" JWD -- 54" FR 3A -- HM -- JAVA4.801 JAVA4.801 -- 127 GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'D' OVERALL OVERALL NUMBER OF I MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS I Head I Jamb Sill Hardware Set REMARKS GS-D101A GS 1 9'-1 8'-1 2 See Elev. See Elev. See Elev. GS-D101 B GS 2 1 8'-1 2 See Elev. See Elev. See Elev. GS-D104A GS 1 9'-1 8'-1 2 See Elev. See Elev. See Elev. GS-D104B GS 2 T-0" 8'-1 1 See Elev. See Elev. See Elev. GS-D109 GS 1 9'-1 8'-1 2 See Elev. See Elev. See Elev. GS-D110A IGS4 8'-4" 11 13 1 See Elev. I See Elev. I See Elev. GS-D110B IGS4 1'-9 1/2" JI 11 1 See Elev. I See Elev. I See Elev. OPERABLE WALL SCHEDULE MAIN LEVEL AREA'D' DOOR NO WIDTH HEIGHT TYPE MOUNTING CONDITIONS HDW GRP REMARKS IHEAD IJAMB SILL OW-D102 25'-0" 8'-0" 1 FGP-1 I See Elev. I See Elev. I See Elev. T "I N <V o o � COM ©i_Ew- 0 X N 0 e Y - 4 5 6 7 7.9 9.9 10.9 11 11.7 Y118 12 24'-4 1/2" 2 15'-4" T-4" 10'-4" 24'-3" 20'-5" 1 D7 A4.103 r61'-3/8" , ( - - - - 8,-0„ T 1 I a� \ e. T O MBD O GA I O O I 13'-8" 11 Ocns STORAGE TLT SMALL GROUP I _ GA6 D117 TILT- ELEC D116D - MBD - - D101 _I I16C ; �GA6 - MBD D119 6-0" 3 MBD o I D117 D116C D116D �' 2 GA6 c1 0 O Ch I I L02 �CASSR�OT/1 1 001 1 I --""TLT IMBD 1 D102 N I D116B WASHROOM 3 MBD F1 N N 10'-9 7/8"A.As I D116 1 1 3 A5.206 p 0 1 7'-9"� 211 Aa.1o2 c6 i TLT T.O.S. I I D116A 99'-10 CENTER BASED CW10 33 A7 GA9 CLASSROOM `o D119 2 CALMING M 1 GB6 1 O 31 GA9 D120 OW-D102 (0 11 1/2" 8'-0" 5'-1 0 IIIIIIIII � a s I � STAIR D 1� TBD GA7 D115B GA7 MBD GB6 7 I II GA6 1 3 I � 00 Aa.ao2 C4 yi D1 M SIM LO GA7 -- --- 1 F5 �t? 7 Aa.aoz A----- A4.707 A4.201 -00 1 A5.204 CLASSROOM (0 qA4.L421 y_STORAGE 11 33 33 - ---- 0 - - - FLEX SPA E 7 CO- CW21 33 N ID100111 4-6 CI ---- 4 TBD MUDROOM GA6 _ _ ---- 31 C 1Q 7 O D114 D1 F5 D1 0 m G s c�0 O A4402 VEST 4'-0" a1-p' W F5 BIDMo _ _Oa C D11 1 3 O 31 0 F6 Q GB6 C4 I� c SIM 0 GB6 1 A4.7 D105B GS-D 10 SIM ��--�-- - - - - - - - - - - - 1 - - 1 - - 2 GA6 , 3 , cV 5'-011 6'-0„ 204 3a SIM 3 8'-0" GB6 FLEX SPACE MBD � GA7 MO CW: MBD FLEX SPACE O o B d;E44oz D100B D110 W7 3 SMALL GROUP F SPECIAL ED / W8 L_ (�\ D10 INTERVENTION v/ GAs 2D n D113 F3 GS- 104A 2 Aa.a06 GA6 33 A5.206 9 3/ 11'-11" GA6 6'-0" 10'-7 1/2" 10 1 9 0 L-= I GB6 I I I 6-0" I MBD SIM A6 D111 MBD M CLASSROOM 3 7 GS-D110B GS _ 3 m D105 0 s Aa.ao2 SENSORY B7 FLEX SPACE SMALL GRO P ROOM D109 D111 10 c� 1 1 D100C GA7 MBD CW20 3 Q A4.402 2a O - W91 o � c0 cns o 33 co o 4' 8" GB6 O O 4" Aa.aos N MBD CALMING ROOM MBD GA7 csz 6-0" 1 s'-o° ' IO D112 O 11 1 MBD 2 MBD GB6 1 00 GA6 61-01, 61-01, -'1 35-4 7/8" GA6 VBD MO O D 107 - 3 300 -� GA7 N - i CLASSROOM \� 1 6a A4.402 o Aa.ao2 e 1 D108 2 N 2 GA6 r 1- N Cn 4'-0" MBD 30'-9 7/8" 01 T-0 5/8" 4'-4" T-3 3/8" 3 3 I I GA7 o CLASSROOM 21 a'-o F3 SIM z D106 4 0 ` cez MBD O A5.603 F7 (V MBD A4.402 F1 1 A4.4 2 A5.204 04 O 3 33 - - I I I CW 9 SIM CW19 4'-9 3/8" 164" STAFF OFFICE <GBz F1 �/ D107 1 1 A5.205 Q 1 F3 33 2 MBD 2 33 A5.603 Ozz 33 GBz - - CW17 � SIM CW5Ar I I I I 1 F1 - F1 I A5.205 I I 15'-4" 8'-1 41- 54" 8'-1 54" 21 14'-8" 3' 4" 33'-4" 18'-8" 35'-4" 90'-8" DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8 NEW ELEMENTARY SCHOOL PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE 15198 Forest Boulevard WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS Hugo, Minnesota 55038 OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR INDEPENDENT SCHOOL OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. DISTRICT #624 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 4855 Bloom Ave 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL White Bear Lake, Minnesota 55110 MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS • , OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. YYOLD ARCHITECTS OCABINET UNIT HEATER. SEE MECH. FOR AND ENGINEERS SPECIFICATIONS, COORDINATE LOCATION WITH MECH. 332 Minnesota Street, Suite W2000 7O CARD READER, SEE ELEC Saint Paul, MN 55101 ODEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR woldae.com 1651 227 7773 TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 , K RAU S -A N D E RS 0 N 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 501 South Eighth Street Minneapolis, MN 55404 15 DISPLAY SCREEN #2 krausanderson.com 1 612 332 7281 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL 11/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 26 METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-513 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 3g EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA /7 /1 / .:E i e� License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: EBL North MAIN LEVEL FLOOR PLAN AREA'D' MAIN LEVEL FLOOR PLAN - AREA'D' 1/8" = V-0" 0 6 12' Scale: As indicated MN 0 A B C FBI E 1 2 3 DOOR / OPENING SCHEDULE MAIN LEVEL AREA'E' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS HDW GRP REMARKS ITYPE I QTY IWIDTH 1HEIGHT I MATL TYPE DEPTH I MATL HEAD IJAMB ISILL E 100A FG2 1 T-0" T-0" WD 90 MIN 8'-2" F R 6 -- HM -- A6/A4.801 A6/A4.801 -- 60 4 E100B F 1 T-0" T-0" WD 90 MIN 0" FR 6 -- HM -- -- -- -- 60 2 E100C MCDF 1 V-6" T-2" ST 90 MIN 1'-10" MCDF -- ST -- E1/A4.801 B6/A4.801 -- E 102 G 1 T-0" T-0" WD -- 10'-0" FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 E103L -- -- 4'-1 T-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 -- E105A G 1 T-0" T-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 E105B G 1 T-0" T-0" WD -- li FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 E 107 F 1 T-0" T-0" WD -- 8'-1 FR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 E 108 F 1 T-0" T-0" WD -- 6'-0" F R 7 -- HM -- A l /A4.801 A l /A4.801 -- 27 E 111 F 1 T-0" T-0" WD -- 4'-8" FR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 El 12 F 1 T-0" T-0" WD -- 4'-8" FR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 El 13 G 1 T-0" T-0" WD -- T-4" FR 3A -- HM -- See Elev. See Elev. See Elev. 28 E114A AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 63 E114B AL2 1 T-0" T-0" AL -- T-0" SF5 -- AL -- See Elev. See Elev. See Elev. 64 E 115A F 1 T-0" T-0" HM -- T-4" FR 1 -- HM -- Al /A4.801 Al /A4.801 -- 38 E115B AL2 1 T-0" T-0" AL -- T-0" CW1 -- AL -- See Elev. See Elev. See Elev. 08 1 "E" E115C AL2 1 T-0" T-0" AL -- T-0" CW1 -- AL -- See Elev. See Elev. See Elev. 10 E116A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 E116B F 1 2'-8" T-0" FRP -- T-0" IFR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 E 116C F 1 2'-8" T-0" WD -- T-0" FR 1 -- HM -- A l /A4.801 A l /A4.801 -- 24 E116D F 1 T-0" T-0" FRP -- T-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 E 117 IF 1 2'-8" T-0" IWD -- T-0" FR 1 IHM -- A l /A4.801 A l /A4.801 -- 40 E 118 IF 2 3'-0" T-0" JWD -- ii FR 1 IHM -- A l /A4.801 JAVA4.801 -- 145 GLASS SYSTEM SCHEDULE MAIN LEVEL AREA'E' OVERALL I OVERALL I NUMBER OF I MOUNTING CONDITION MARK Type WIDTH HEIGHT FIXED PANELS I Head Jamb I Sill Hardware Set I REMARKS GS-E101A GS 1 9'-1 8'-0" 2 See Elev. See Elev. See Elev. GS-E101 B GS 2 1 8'-0" 2 See Elev. See Elev. See Elev. GS-E104A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-E104B GS 2 T-0" 8'-0" 1 See Elev. See Elev. See Elev. GS-E109 IGS 1 9'-6" 8'-0" 12 See Elev. See Elev. See Elev. GS-E110A IGS4 8'-4" 11 12 1 See Elev. I See Elev. I See Elev. GS-El 11 IGS4 1 V-9 1/2" 11 11 1 See Elev. I See Elev. I See Elev. OPERABLE WALL SCHEDULE MAIN LEVEL AREA'E' DOOR NO WIDTH HEIGHT TYPE MOUNTING CONDITIONS I HDW GRP REMARKS IHEAD IJAMB SILL OW -Ell 26-0" 8'-0" 1 FGP-1 I See Elev. I See Elev. I See Elev. 1 2 3 - 9'-8" 111 26'-0" 14'-8" ,,, 1 V-4" , 2'-8'; F7 A5.2 L � - F3 c7 A5.603 CW19 Cwn 33 A N .I 10 4'-0" 21 � MBD I F1 s A5.205 M coLASSROOM <-- n2 E106 N o 00 - o a0 z F 4 5 6 7 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3.9 4 4.3 4.6 5 5.8 6 6.3 6.5 6.6 28'-10" - 11'-1" 5'-7" T-111/2" 12'-11/2" 4'-2" 11 -15 " 34'-1 457-11" 17'-6" 13'-10" - " 17'-4" 4'-1 8'-0" 61 F3 A5.204 Q O CW20 W7 ` I _ � 5.204- 33 _ _ L J CW21 CW10 CW11 5a I Aa.aoz 3a + 33 GB6 33 3113 II II I I = 1 I I I CLASSROOM F 4'-0" GB6 MBD E105 I I 23'-6 3/4" 6-06 I 31'-6 3/4" < O MBD I I I 1 1 0 1 3 GA6 O 1 W II p CoCL SSROOM CLASSROOM O 1 GA7 O w E103 E1021 8" E105A 33 i - - �rJ� GA6 MBD LO C( w5 - W MBD MBD 4'-0" SMALL GROUP O A4.402 D7 GB2 O MBD O GA7 E104 MBD 3 GB6 2 - - FLEX SPACE-- o - E100C w � GB6 6 GB6 Aa.aoz EQ EQ STAFF OFFICE It 31 GA7 REV F1 E107 0 GE2 E103L GA - - - - 9 3/$' - 2 E1 2 -- - - - - - - - - - - n�v eonCE - - - - �GA6 ISMALL MBD XB7 QVI 6a1 A4.406 E1006 3 E5 lt A4.402 Q 00 A5.207 L - 2 Cl) CW4 33 EB C? n440s CI C o GROUP 2 Aa.aoz GA6 �p E�00 Dl E101 Gqc GB2 GA7 00 2a GS-E1016 _ a E108 GS-E110A o D7 ` 12' 3 7/8" m W FLEX SPACE - 4.1-03 A4.102 MBD c`�7 E100A A o W O6,-0„ 2" ii 16'-6' 6'-1 _ c5 -- I ----- GB6 MBD � � �� -- _-_ -_ O 4'-6„ 4.-6„ m GE2 GA7 s _ FLEX SPACE TBD GA7 15 TBD SMALL�GROUP o - E110 -� 7 I - 00 W I - 2 c� F3 Q MBD MBD I TLT TL I' A4.706 1 8'-01, "5-l Aa.aoz I E 118 3 MBD li 7/8" 7 GA7 I E116A E116B 110 2' 8" SIM `� i 116A E116B -- F1 CALMING ROOMGn6A5.2o5 - 6 Aa.aoz 1 TORAGE -�-- E112 _ o IEL -- E111 o A4.402 1 w E117-- �� GA6 W A4.402 NFL/l CLASSROOM E112 E113 cBs MUDROOM F7 I T.O.S. 1 E108 MBD 41E114 99'-10" TLT 1 8 MBD GA6 Q- 1 WASHROOM so:a - - - - I F E116C sue° SPECIAL ED MBD GAS gq,g02 O u A4.706 / 3 E114A E1146 GA7 QINTERVENTION - - - qa CW19 33 E113 SF5 E116D 1 6.1- 33 33 1�1�1 T���� GB6 I ST RAGEI F1 115A I A5.603 cg2 W8 1 I 1 STAIR E ; ������ Si 33- - _� ESTIBULE _ i- L� E115B F5 � 12 � D4 E115 A520 1 I I I I 1 A5.205 A5.206 CW24 A4.707 1 4 p4 1 A4.tul A4.707 CW8 _ SIM " F7 F2 115B E115C iL 1 A5.204 A5.205 W1 I Q 1 F1 Q 5'0'xP, 10'01CT A4.21 STOSEE ST UCT 14'-8" 11 8'-8" 4'-8" 8'I1 4 7 -4 25 -4 --1 7 52' 0" SIM MAIN LEVEL FLOOR PLAN - AREA'E' 0 4-0 062 2 MBD GB6 O V-5 3/8" I MBD MBD O3 GA6 MBD 6,-01, 3 MBD 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION '45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN" ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8 NEW ELEMENTARY PLAN GENERAL NOTES SCHOOL 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 15198 Forest Boulevard 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS Hugo, Minnesota 55038 OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. INDEPENDENT SCHOOL 5. FIELD VERIFY ALL MILLWORK OPENINGS. DISTRICT #624 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 4855 Bloom Ave 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL White Bear Lake, Minnesota 55110 MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. OCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 I SEE MECH /ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL 11/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 Zp PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 26 METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD Q 1 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA All Ar"r AV All All .< t License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: Ell North MAIN LEVEL FLOOR PLAN AREA'E' 1/8" = 1'-01, 0 6' 12' Scale: As indicated A2. 01 e MN 0 A B C FBI E F 1 2 3 4 5 6 7 UPPER LEVEL FLOOR PLAN - AREA W 1 /8" = 1'-01, 0 6' 12' 6.5 6.6 7 V-1 3/8" V-3" 8'-11 " 12'-0" L1 E5 A5.207 U �• i 24'-4 1 /2" 2 29'-4 3/4" DOOR / OPENING SCHEDULE PENTHOUSE DOOR NO DOOR /OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS HDW GRP REMARKS TYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED. 6300 F 1 T-0" T-0" HM -- 3'-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 16 GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. A / \ MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME DOOR / OPENING SCHEDULE UPPER LEVEL AREA'A' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME JGL MOUNTING CONDITIONS HDW GRP REMARKS TYPE QTY WIDTH HEIGHT MATL ITYPE IDEPTH MATL IHEAD IJAMB SILL A208A MCSD= 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602 A208B MCSDF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602 A208C MCSDF 1 8'-0" 12'-0" ST -- 8'-4" MCSD -- ST -- C6/A5.602 F7/A5.602 E7/A5.602 A201 F 1 T-0" T-0" HM -- T-4" FR 1A -- HM -- E3/A5.601 F3/A5.601 F1/A5.501 16 FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: 1 Q FIRE RATED EXTERIOR NON -RATED: 8 8.9 9.9 10.9 11 11.8 t212" V-2" CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 24'-4 1 /2" 15'-4" 13'-8" 24'-3" 21'-5" 4. SEE SHEET A2.901 FOR FRAME TYPES. 10 V-2" 80'-0" 8'-0" T- ' 1 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: F4 FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND A5.2 2 ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT CW25 SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." J- r p p ,' r \E DOOR SCHEDULE REMARKS ' 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS CW25 O DOOR LETTER IN ' F3 W A5.202 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. n - - ' i ' 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. � / b 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8.9 9 9.9 15'4" X 3'4" X 10'-4" x 10 '-0 3/8" 12-0" - 12' 0" C4 A5.207 L1 L1 10.9)(11 24'-3" 20'-5" T-10" 33'-4" B1 1 � F4 �-A D 11.8 1'-0" 1/4" '-5 1/4" t."11 N I - N.8 TYP � \ - BS A4.706 \ 34 TYP YP A5 TYP AS 34 A4.706 TYP A5 A4.706 A4.706 Al A4.706 ? 34 - - - - - - - - - TYP - - - TYP Al ? O Al A4.706 - - - A4.706 - - - - - - - TYP Al A4.706 PENTHOUSE TYP Al TYP O B300 A4.706 BS , A4.706 - - - - - - - O - - - F4 TYP A4.202 B5 A4.706 34 I TYP A5 A4.706 34 A5 TYP i A5 i(A4.7 TYP A E06 B5 L-(A4.706 L4 L4 L4 L4 F1 C1 A5.206 C1 A5.207 I I I I 1.40 9'-8 5/8" 8'-0" 30'-0" -0" - 8'-0" 30'-0" 8'-0" 9'-0" P 0 00 P.8 = (--Z ( co - - Q C2 - CV A5.207 co co Q.4 m X_ __(: R N 8 NEW ELEMENTARY SCHOOL PLAN GENERAL NOTES 15198 Forest Boulevard 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF Hugo, Minnesota 55038 WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND INDEPENDENT SCHOOL SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. DISTRICT #624 AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE 4855 Bloom Ave FLOORS UNLESS OTHERWISE NOTED. PROVIDE White Bear Lake, Minnesota 55110 CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS • , OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH 0 CAN WASH, SEE DETAIL D7/A4.706 �/�� YYOLD ARCHITECTS O EMERGENCY EYE WASH. SEE MECH. AND ENGINEERS OCABINET UNIT HEATER. SEE MECH. FOR 332 Minnesota Street, Suite W2000 SPECIFICATIONS, COORDINATE LOCATION WITH MECH. Saint Paul, MN 55101 7O CARD READER, SEE ELEC woldae.com 1651 227 7773 ODEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC,SEE MECH /ELEC , KRAUS-ANDERSON, l2 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 501 South Eighth Street 14 REFRIDGERATOR LOCATION, NIC Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT l7 BOLLARD, SEE DETAIL B1/A6.101 lg RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 lg FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 2l BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD Q 1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA AVIJ -lop Ar License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11 /20/2020 Drawn: THE Check: EBL North UPPER LEVEL FLOOR PLAN - AREA 'A' AN D PENTHOUSE PLAN - AREA W PENTHOUSE FLOOR PLAN 1/8" = 1'-0" 0 6' 12' Scale: As indicated A2.02a 1 2 3 4 5 6 7 8 MN 0 A B C FBI E F DOOR / OPENING SCHEDULE UPPER LEVEL AREA'B' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME IGL MOUNTING CONDITIONS IHDWGRP REMARKS TYPE I QTY IWIDTH 1HEIGHT IMATL TYPE IDEPTH IMATL IHEAD IJAMB ISILL B203 F 1 3'-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 39 B204 F 1 T-0" T-0" WD -- 6'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 39 B205 G 1 T-0" T-0" WD -- 9'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 31 B206 F 1 T-0" T-0" WD -- 5'-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 29 B208 F 1 T-0" T-0" WD -- 3'-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 21 B209A F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 27 B209C IF 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 47 B210 1 F 1 T-0" T-0" WD -- T-4" FR 1 -- HM -- A1/A4.801 A1/A4.801 -- 43 GLASS SYSTEM SCHEDULE UPPER LEVER AREA'B' OVERALL OVERALL NUMBER OF MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS Head I Jamb I Sill Hardware Set REMARK: GS-13200C GS 4 4'-8" 6'-0" 2 See Elev. See Elev. See Elev. GS-13200D GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-13201 GS 4 5'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-13207 GS 1 8'-0" T-0" 2 See Elev. See Elev. See Elev. GS-1320913 GS 3 16'-0" 8'-0" 2 See Elev. See Elev. See Elev. 65 T.O.S. 113'-2" 11.8 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. OCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 1g FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN" ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA V t r License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11 /20/2020 Drawn: THE Check: EBL North UPPER LEVEL FLOOR PLAN - AREA W UPPER LEVEL FLOOR PLAN - AREA W 1/8" = V-0" 0 6' 12' Scale: As indicated MN 0 A B C n E F 1 2 3 DOOR / OPENING SCHEDULE UPPER LEVEL AREA'C' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME 1GL MOUNTING CONDITIONS 1HDW GRP REMARKS ITYPE I QTY IWIDTH IHEIGHT MATL TYPE IDEPTH IMATL HEAD IJAMB ISILL C200A FG2 1 T-0" T-0" WD -- 0" FR 6 -- HM -- -- -- -- 59 2,4 C200B FG2 1 T-0" T-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4 C202 G 1 T-0" T-0" WD -- 10'-0" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 C203L -- -- 4'-0" T-2" -- -- 4'-0" FIR 5A -- HM -- A1/A4.801 A1/A4.801 -- C205A G 1 T-0" T-0" WD -- 11'-0" FIR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 C205B G 1 T-0" T-0" WD -- 6'-0" FIR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 C207 F 1 T-0" T-0" WD -- 8'-0" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 C208 F 1 T-0" T-0" WD -- U-0" FIR 7 -- HM -- Al /A4.801 Al /A4.801 -- 28 C211 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 C212 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- Al /A4.801 Al /A4.801 -- 19 4 C213 G 1 T-0" T-0" WD -- T-4" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 28 C215A AL2 1 T-0" T-0" WD -- T-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62 C215B AL2 1 T-0" T-0" WD -- T-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61 C216A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 C216B F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 C216C F 1 2'-8" T-0" FRP -- T-0" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 C216D F 1 T-0" T-0" FRP -- T-4" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 C217 F 1 2'-8" T-0" WD -- T-0" FIR 1 -- HM -- A l /A4.801 A l /A4.801 -- 40 C218 F 2 T-0" T-0" WD -- 6'-4" FIR 1 -- HM -- Al /A4.801 Al /A4.801 -- 45 C219A G 1 T-0" T-0" W ID -- FIR 3A -- H M -- A l /A4.801 A l /A4.801 -- 55 C219B F 1 T-0" T-0" WD -- "T-4 I FIR 1 -- IHM -- A1/A4.801 A1/A4.801 -- 20 GLASS SYSTEM SCHEDULE UPPER LEVEL AREA'C' OVERALL I OVERALL I NUMBER OF I MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS I Head I Jamb I Sill Hardware Set I REMARKS GS-C201A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-C201 B GS 2 6-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-C204 GS 1 6'-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-C204B GS 2 3'-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-C209 IGS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-C209A IGS4 5'-11 1/8"' 6'-0" 2 See Elev. I See Elev. I See Elev. GS-C209B IGS4 1 V-9 1/2" 6'-0" 1 See Elev. I See Elev. I See Elev. 4 OPERABLE WALL SCHEDULE UPPER LEVEL AREA'C' DOOR NO WIDTH HEIGHT TYPE MOUNTING CONDITIONS HDW GRP REMARKS IHEAD IJAMB ISILL OW-C202 25'-0" 8'-0" FGP-1 11.7 11.8 12 13 13.5 14 15 15.6 16 1/8" 1'- " 6'-3" 16'-4" 13'-4" 1 V-4" 30'-4" 16'-4" 9'-8" 106-10 1/4" 46-10 /4" 34'-0" 26-0" 611 / 8'-0" 4'-0" 8'-0" 4'-0" 17'-4"I '- ' I 14'-0" 17'-4" '-8" 1 V-4" 14'-8" 1 /1 \ SIM Q 1 F3 A5.204 ZL SIM SIM SIM W7 CW6 1 F1 F7 A5.205 A5.204 FS F3 K - - - - - - A5.204 - - m 33 33 - CW8 CW5 CW4 CW7 L - 1 GE2 Oi O O O ,L- - REV - 5a O 33 33 33 GE2 4' o" TYP 1 3a A4.402 l'- MBD 2 33 CW9 GB6 C1 I - 6'-0" O A4.802 GE2 MBD II I MBD 1 MBD L - 3 CLASSROOM 2 MBD C205 F1 3 O 22'-10 7/8" T-8" cv O �U 4,-0., C1 300 GA6 MBD A5.208 o GA6 6'-0" L� N MBD 6-0" o CLASSF OOM co ' U - O MBD Cl) C206 2 CLASSROOM O 24 CLASSROOM O Cl)a'-0" 3 Ln C202 00 C203 o GA7 MBD GA7 N LO 304 co c205A V-4 1/8" MBD- O 6,_0„ O 3300 CW11 MBD GA6 1 3 FLEX SPACE '-3" SMALL GROUP MBD ' I N C'200C' MBD nI 6 ° C204 GB6 O O GA7 �2) GB6 _ M- - - - - - - MBD 2 c o 7 REV - - - O GA7 i U (V _ O � 7 A4.402 J GB6 EQ GA6 GB6 _ (D M 6a REV 00 LO 1 GBs GA7 9'-8 1/4" 31 ' Aa.aoz Aa.aoz STAFF OFFICE '-411 F2 SIM GB6 U F1 C207 A5.205 c2o2 3 3/4" GB6 2 Q A4.406 , 0 SIM I 7'-3" - bo - - 2 2 SIM _ 2 - ao FLEX SPACE _ 0 MBD P - o C2006 A4.406 1 0 7/8" cns - - _ _ 33 0 L9 5'-1" T-0" 1 w10 ao 3 C2 1 v; p Aa.402 SIM 00 0? (7 A4.402 � I GA6 _ iA GA7 T CIRC SIM 2a REV EB A4.402 N .8 - GS-C201B C200 - GB6 - T GA7 12'-7" 10'-4 5/8" o GS-C209A 08 - - L0 N I 1 V-1 3/ " T-2 7/8" U-0" 16'-4 1/8" U-0" -1 1""�J MBD P FLEX A4.102 D7 Q C200A 1 I O IMBI A4.103 Mgp GA6 GB6 � C5 4'_6" 4'_6" t 3 O TBD GA7 15 TBD O 22'-2 7/8" Sim ---Q O O BREAK OUT SMALL GROUP01 F1 P.8 - - - -- C210 - rn - - - 6'-°° - A5.205 1 N 9 - 17BD 1 � F�Q - - DAT2MBD C7 MBD �MUDROOM 7TL Aa.ao2 I C216B C216A CD C214 N CI 216B 216 GA7 1'-0" 5'-0" 5'-11" CALMING R OM STOR I 0 SENSORY C212 C217 Aa.ao2 6 � ROOM o _ Q.4 - - A4.402 I A4.402 F6 w GA7 � C211 (moo TILT U WASHROOM I FLIA 7 www C213 C212 . O CLASSROOM M C216C N C216 10 MBD C208 _ I IOO GA6 G86 GA6 O 6,-0„ SIN i 1_ T.Q.S. I N F7 Q U4. GA6 MBD6'-0" SPECIAL ED / C215A C215B MBD 3 (y INTERVENTION 2 C1 TLT --- --- - --- - - SF5 CD�C213 Q A4.802 F I C216D 0 1 ce, LANDING GB6 33 33 Cw8 Tr 011 4'-0„ 4'- „ 6-0„ 1 C215A 3 6 BD TBD T D GA7 MBD STAIRS C 1 CW13 R - - - 1 - F3 00 33 - - 7- R1 A . C4 A4.201 A4.707 1 m SMALL GROUP I m O C220 CW11 CW9 GA6 SIM GS-D220B CW16 -Q m A5.205 A5.603 GA6 b0 l4'-2 7/8" F3 A5.603 Lf) � � 3 SIM 1 GA6 U O A4.402 4'-1 MBD O2 I I I I LANGUAGE MBD C219 00 3 6'-T i NGA6 MBD F1 ap O A5.207 2 'O O 0 4'-0" N F7 ' MBD A5.206 O I � 33 �W17 I I I I I 33 I � u- - - - - - CW11 CW18 F7 F3 Q A5.205 _A F3 A5.603 1 8'-8" 20'-8" 5'-4" 9'4" 14'-8" T-4" 4'-8" 8'4" 6'-8" 6-0" T-4" 29'-4" 32'-8" 25'-4" 94'-8" A �,�U�PPER LEVEL FLOOR PLAN - AREA V 5 6 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. 6 CABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 1g FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-513 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE EDIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD 7 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN " ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA AVIJ -lop t AV AF License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: EBL North UPPER LEVEL FLOOR PLAN - AREA'C' Scale: As indicated A2.02c 1/8" = V-0" 0 6' 12' 1 2 3 4 5 6 7 8 MN 0 A B C FBI E F DOOR / OPENING SCHEDULE UPPER LEVEL AREA'D' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH FRAME GL MOUNTING CONDITIONS IHDW GRP REMARKS ITYPE I QTY IWIDTH 1HEIGHT IMATL TYPE IDEPTH IMATL HEAD IJAMB ISILL D200A FG2 1 3'-0" T-0" WD -- 8'-2" FR 6 -- HM -- A1/A4.801 A1/A4.801 -- 59 4 D200B FG2 1 3'-0" T-0" WD -- 0" FR 6 -- HM -- -- -- -- 2,4 D202 G 1 3'-0" T-0" WD -- 10'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 D203L -- -- 4'-0" T-2" -- -- 4'-0" FR 5A -- HM -- A1/A4.801 A1/A4.801 -- D205A G 1 T-0" T-0" WD -- 11'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 D205B G 1 T-0" T-0" WD -- 6'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 D207 F 1 T-0" T-0" WD -- 8'-0" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 D208 F 1 T-0" T-0" WD -- 6'-0" FR 7 -- HM -- A1/A4.801 A1/A4.801 -- 27 D211 F 1 T-0" T-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4 D212 F 1 3'-0" T-0" WD -- 4'-8" FR 2A -- HM -- A1/A4.801 A1/A4.801 -- 19 4 D213 G 1 3'-0" T-0" WD -- T-4" FR 3A -- HM -- A1/A4.801 A1/A4.801 -- 28 D215A AL2 1 T-0" T-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62 D215B AL2 1 T-0" T-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61 D216A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 D216B F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 D216C F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 D216D F 1 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 D217 F 1 2'-8" T-0" WD -- T-0" FR 1 -- HM I A1/A4.801 I A1/A4.801 -- 40 D218 F 2 T-0" T-0" WD -- 6'-4" JFR 1 -- HM -- A1/A4.801 I A1/A4.801 -- 145 D219A G 1 T-0" T-0" WD -- 5'-4" JFR 3A -- HM -- A1/A4.801 I A1/A4.801 -- 155 D219B F 1 T-0" T-0" WD -- 3'-4" JFR 1 -- HM -- A1/A4.801 I A1/A4.801 -- 151 GLASS SYSTEM SCHEDULE UPPER LEVEL AREA'D' OVERALL OVERALL NUMBER OF I MOUNTING CONDITIONS MARK Type WIDTH HEIGHT FIXED PANELS Head Jamb Sill Hardware Set REMARKS GS-D201A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-D201 B GS 2 6'-0" 8'-0" 2 See Elev. See Elev. See Elev. GS-D204A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-D204B GS 2 T-0" 8'-0" 1 See Elev. See Elev. See Elev. GS-D209 GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-D210A GS 4 6'-0" 6'-0" 2 See Elev. See Elev. See Elev. GS-D210B GS 4 V-9 1/2" 6'-0" 1 See Elev. See Elev. See Elev. GS-D219B GS 2 8'-0" 5'-0" 2 See Elev. See Elev. See Elev. GS-D220A GS 1 9'-6" 8'-0" 2 See Elev. See Elev. See Elev. GS-D220B GS 2 5'-0" 5'-0" 2 See Elev. See Elev. See Elev. OPERABLE WALL SCHEDULE UPPER LEVEL AREA'D' DOOR NO WIDTH HEIGHT TYPE MOUNTING CONDITIONS HDW GRP REMARKS IHEAD IJAMB ISILL OW-D202 25'-0" 8'-0" FGP-1 I See Elev. I See Elev. I See Elev. SIM --A " 6'-3" PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. g CABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 1g RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 2g METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 28 CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-5B 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN " ". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA V t r License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: EBL North UPPER LEVEL FLOOR PLAN - AREA'D' UPPER LEVEL FLOOR PLAN - AREA'D' 1/8" = V-0" 0 6' 12' Scale: As indicated MN 0 A B C F 1 2 3 DOOR / OPENING SCHEDULE UPPER LEVEL AREA'E' DOOR NO DOOR / OPENING LABEL/ RATING OVERALL WIDTH I FRAME GL MOUNTING CONDITIONS 1HDW GRP REMARKS ITYPE I QTY IWIDTH I HEIGHT I MATL ITYPE I DEPTH I MATL IHEAD IJAMB SILL E200A F 1 T-0" T-0" WD 90 MIN 8'-2" F R 6 -- HM -- A6/A4.801 A6/A4.801 -- 60 4 E200B F 1 T-0" 1 T-0" WD 90 MIN 0" FR 6 -- HM -- -- -- -- 60 2 E200C MCDF 1 l'-6" T-0" ST 90 MIN 1'-10" MCDF -- ST -- E1/A4.801 B6/A4.801 -- E202 G 1 T-0" T-0" W D -- 10'-0" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 E203L -- -- 4'-0" T-2" -- -- 4'-0" FIR 5A -- HM -- A1/A4.801 A1/A4.801 -- E205A G 1 T-0" T-0" WD -- 11'-0" FIR 3A -- HM -- A1/A4.801 A1/A4.801 -- 27 E205B G 1 T-0" T-0" WD -- U-0" FIR 3A -- HM -- See Elev. See Elev. See Elev. 28 E207 F 1 T-0" T-0" WD -- 8'-0" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 27 E208 F 1 T-0" T-0" WD -- 6'-0" FIR 7 -- HM -- Al /A4.801 Al /A4.801 -- 27 E211 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 E212 F 1 T-0" T-0" WD -- 4'-8" FIR 2A -- HM -- A l /A4.801 A l /A4.801 -- 19 4 E213 G 1 T-0" T-0" WD -- T-4" FIR 3A -- HM -- Al /A4.801 Al /A4.801 -- 28 E215A AL2 1 T-0" T-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 62 E215B AL2 1 T-0" T-0" WD -- 3'-4" SF5 -- HM -- See Elev. See Elev. See Elev. 61 E216A F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 E216B F 1 2'-8" T-0" FRP -- T-0" FIR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 E216C F 1 2'-8" T-0" FRP -- T-0" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 24 E216D F 1 T-0" T-0" FRP -- 3'-4" FR 1 -- FRP -- A1/A4.801 A1/A4.801 -- 23 E217 F 1 2'-8" T-0" JWD -- T-0" FIR 1 -- IHM -- Al /A4.801 Al /A4.801 140 E218 F 2 T-0" T-0" JWD -- 6'-4" FIR 1 -- IHM -- Al /A4.801 Al /A4.801 145 GLASS SYSTEM SCHEDULE UPPER LEVEL AREA'E' MARK Type OVERALL WIDTH OVERALL HEIGHT DOOR WIDTH NUMBER OF FIXED PANELS MOUNTING CONDITIONS Hardware Set REMARKS Key Schedule Head Key Schedule I Jamb Key Schedule I Sill GS-E201A GS 1 9'-6" 8'-0" T-0" 2 See Elev. See Elev. See Elev. GS-E204 GS 1 6-0" 8'-0" T-0" 2 See Elev. See Elev. See Elev. GS-E204B GS 2 T-0" 8'-0" T-0" 1 See Elev. See Elev. See Elev. GS-E209 GS 1 6-0" 8'-0" T-0" 2 See Elev. See Elev. See Elev. GS-E210A GS 4 11 6'-0" 6-0" 6-0" 2 See Elev. See Elev. See Elev. GS-E210B IGS4 1 l'-9 1/2" 6-0" 1 l'-9 1/2" 1 I See Elev. I See Elev. I See Elev. OPERABLE WALL SCHEDULE UPPER LEVEL AREA'E' DOOR NO WIDTH HEIGHT TYPE MOUNTING CONDITIONS I HDW GRP REMARKS IHEAD IJAMB SILL OW-E202 25-0" 8'-0" FGP-1 I See Elev. I See Elev. I See Elev. 1 2 9'-8" ol 11 ol 26'-0" 14'-8" I I F3 F7 A5.603 \A5.204 L CW19 ) - �p CW17 33 C1 d RD9 TYP MBD 3 F1 A5.2o5 CLASSROOM c� I E206 M 2 • N .8 �' 10 R.6 S o 0 CID N ao 0 N 4 3 '3.9 4 4.3 4.6 5 5.8 6 6.3 '6.5 6.6 16'-4" 28'-10" - 11'-1" 5'-7" 49 T-111/2" 12'-11/2" 4'-2" 6'-6" -1 '-1 3/8" 106'-2 1/4" 34'-0" 46' 2 1/4" 1l'-4" 2'-8'17'-6" 13'-10" '_ " 17'-4" 4'-0" 8'-0" '-8' '-0' '-2 1/4", I I I B1 F3 A5.204 ` (W21 W7 F5 11 5.204 F6 3 I - - - CW10 5a SIM r 4'-0„ GB2 xi_ ---- IL --- LL--aL- MBD 33 _ GB6 33 33 0 1'-5 3/8" A4.402 3a GA6 - MBD MBD CLASSROOM F 4 4'-0" p G136 GEz OMBD a E205 I I ' T-8' 22'-11 1/4" MB 3 ` O N D O 6'-0" N 6'-0" MBD w GE2 MBD 3 N 3: ' O BID 11" MO CLA SROOM CLASSROOM2 G82 w E2o5A E203 E202 c0 CW4 33 0 1 o M ul MBD N \ J - �uy M \ 2l'-11 1/2" GB2 4'-0" MBD 3 SIM 0? O SMALL GROUP MBD FLEX SPACE A4.402 D7 O ' E204 a'-o" � a E200C GB6 p MBD (V CD GA7 CV '�` GB6 EQ EQ GB6 A4.402 - 6a SIM �( GB6 7 00 A7 ~ E203L _ S F1 f� A4.402 w GE2 291011, E20 TIIII IT 2 STAFF OFFICE 2 sIM LEX SPACE MBD 00 E207 1 Aa.aos ESPA bo 2 CW5 GMu? Aa.aos r a sM G 6 � ti w SMALL GROUP 1 Aa.aoz Aa.aoz CIRC rn (DE2 1 Aa.aoz � sIM Ea za I E200 � Gnu I SIM �S-201B GB2 - - - - - - - - - - - - - ro - GS-E210A o 12'-5 1/4" E208 8'-0" - w - - - 2"6'_0"- 16'-6' - - U_0 0 N GAS MBD 0 F EX SPACE Q A4102 - w I E200A L cs I GB6 MBD rn 4'-6" 4'-6" Q 15 � o SMALL GROUP w reD rBD cAr w 1 N 6 U7 � 7 E-209 - 3 - E218 - 8'-0"8'-0'' E 2 - MBD I e o DATA MBD MD �BMUDROOM O 2a 1 TL_T) TLTI E218 III 4 O O GA6 N -5° FLEX SPACE E214 Aaao2 E216A E216B n_. SIM E210 F1 CLASSROOM CALMING ROOM SENSORY GAS 1 216A E2166 D7 I � I STOR A4.103 A5.205 E208 E212 ROOM o N 7 -�Lw E217 �/ cns E211 N s Aa.ao2 Aa.ao2 Lu E212 E213 SINF7 I U TLT i 1 WASHROOM N �216C GA6 8 0 /M/BD�� SPECIAL ED / GB6 1 E216 1`. GH2 - MBD - \ / - INTF R\/oMITIh A� - - - - - - 0 6'-6 7/8" 5'-11' 6,-0„ SF5 ET.O.S.E3 1 MBD E215A E215B 30'-8" 1 ' 113'-2" 1 Q-- a --- -- -- -- - - TLT 33YP 1 216D - Cw19 GA7 33 33 r• � � N GB6 GA6 I_.,I C1 A4.802 GB2 LANDING 1 F3 W8 W9 1 A5.603 33 O E215A 1 ST IRS E F5 F1 r� 15 A .20 F6 A5.206 LL 1 ; A .205 CW8 I I I N CW15 I l I CW23 I F7 SIM F2 I` y O A5QF3 F3 A5.204 .205 A5.603 W16 CW22 A5.603 F1 I A4.201 I I �� 1 14'-8" 10'-8" 8'-8" 4'-8" 8'-0" 6'-0" 13'-4" 8'-0" 3'-4" X I IoN i T-4" 254" 21'-4" 30'-8" 0e1 011 -A 5 6 PLAN GENERAL NOTES 1. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. 2. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. 3. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. 4. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 5. FIELD VERIFY ALL MILLWORK OPENINGS. 6. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. 7. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. 8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 9. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 10. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. FLOOR PLAN KEY NOTES: ODOOR ACTUATORS OMONITOR / DISPLAY (NIC), SEE DETAIL C7/A4.102 OTUB SINK, SEE MECH OCAN WASH, SEE DETAIL D7/A4.706 OEMERGENCY EYE WASH. SEE MECH. OCABINET UNIT HEATER. SEE MECH. FOR SPECIFICATIONS, COORDINATE LOCATION WITH MECH. OCARD READER, SEE ELEC g DEPRESS SLAB OR TOPPING 1/4" AS REQUIRED FOR TERRAZZO. VERIFY W/ ARCH OCLIMBING WALL, BY OWNER 10 WALL PAD PER 11 66 23. CENTER ON BACKSTOPS, SEE INTERIOR ELEVATIONS 11 EWC, SEE MECH / ELEC 12 TORNADO SHLETER SIGNAGE, SEE SHEET A0.103 13 MUSIC STAFF LINES ON MARKERBOARD 14 REFRIDGERATOR LOCATION, NIC 15 DISPLAY SCREEN #2 16 CONCRETE STAIR, SEE STRUCT 17 BOLLARD, SEE DETAIL B1/A6.101 18 RUBBER DOCK BUMPER, SEE DETAIL D1/A6.101 19 FLAG POLE, SEE DETAIL B3/A6.101 20 PROVIDE SHELF AND MOP HOLDER PER SPEC SECTION 10 28 13 21 BASKETBALL BACKSTOP, MAIN COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 22 BASKETBALL BACKSTOP, SIDE COURT. COORDINATE EXACT LOCATION WITH GYM STRIPING PLANS 23 INSTALL CHINNING BAR, SEE DETAIL F1/A4.707 24 DOCK LEVELER, SEE DETAIL B5/A6.101 25 RETAINING WALL SYSTEM - SEE CIVIL 26 METAL LOCKERS, SEE B7/A4.711 27 TRASH ENCLOSURE AREA, SEE CIVIL 2g CUBICLE CURTAIN TRACK, REFER TO RCP 29 FLOOR BOX, COORDINATE WITH ELEC 30 PAINT STEEL COLUMN PT-513 31 CORNER GUARD 32 TORNADO SHELTER SIGNAGE, SEE SHEET A0.103 33 ROLLER SHADE 34 CONIC HOUSEKEEPING PAD, COORDINATE DIMENSIONS AND LOCATION WITH MECH CONTRACTOR 35 KNOX BOX LOCATION. PROVIDE SEALANT AROUND ALL SIDES 36 PROVIDE COAT RACKS PER DETAIL 37 BENCH AT CURVED PORTION OF CAFETERIA CURTAINWALL, SEE SECTIONS 38 MOP SINK, SEE MECHANICAL 39 EXTENTS OF CTILE-3 AT MOP SINK 40 PROVIDE CORNER WALL PAD 7 DOOR SCHEDULE GENERAL NOTES 1. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. 2. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES (DETAIL SECTION 51000) FOR CORRESPONDING ACTUAL DIMENSIONS. 3. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BYTABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON -RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) 4. SEE SHEET A2.901 FOR FRAME TYPES. 5. SEE SHEET A2.901 FOR DOOR TYPES. 6. AT DOOR SCHEDULE, LABEL DESIGNATION "45/20" INDICATES: FOR ALL OPENINGS WITH SIDE LITES AND SCHEDULED TO BE RATED FOR 20 MINUTES, THE DOOR AND ANY GLASS WITHIN THE DOOR IS TO BE RATED FOR 20 MINUTES; THE FRAME AND ADJACENT SIDELITE(S) GLASS AND FRAME IS TO BE RATED FOR 45 MINUTES." DOOR SCHEDULE REMARKS 1. PROVIDE FIRE LETTER AT EXTERIOR DOORS DOOR LETTER IN "_". 2. DOOR IS PART OF A TWO -DOOR ASSEMBLY SHARING ONE FRAME. 3. STORM DOOR. 4. PROVIDE SECURITY LAMINATED GLASS. 5. PROVIDE INSULATED GLASS IN DOOR AND FRAME. 6. PROVIDE LAMINATED GLASS. 8 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 A B C� D L L_ I KEY PLAN I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA t Aw. License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Comm: 192237 Date: 11/20/2020 Drawn: GLR Check: EBL North UPPER LEVEL FLOOR PLAN • AREA'E' UPPER LEVEL FLOOR PLAN - AREA'E' 1/8" = V-0"� 0 6' 12' Scale: As indicated A2.02e 1 2 3 4 5 6 7 8 NEW ELEMENTARY SCHOOL MN A 0 A B C ri] E F ROOF LEGEND ROOF DRAIN (R.D.) OVERFLOW DRAIN (O.R.D.) F---_1 I ❑ I MECH HOOD L _ _ _ J EQUIPMENT CURB AT I� �I MECHANICAL EQUIPMENT �❑ 1 t ROOF EXHAUST EQUIPMENT CURB SUPPORTING — — PIPING OR CONDUIT. INSTALL — — — MAXIMUM SPACING OF 6-0" O.C. O VENT STACK, PIPE OR CONDUIT 0 COMBUSTION STACK F7 SKYLIGHT CRICKET FOR POSITIVE DRAINAGE SLOPE OF TAPERED INSULATION DIAMOND CRICKET (SEE TYPICAL DETAIL) SLOPED STRUCTURE �J ROOF LADDER ROOF WALKWAY PADS ROOF PLAN GENERAL NOTES 1. TAPERED ROOF INSULATION AND CRICKETS SHALL SLOPE AT 1/4" PER 1'-0". THE THICKNESS OF THE BASE INSULATION IS TO BE 5 1/2". 2. SHOP DRAWING DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS AS DESIGNED. 3. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE OR CUT OPENINGS IN FREE-STANDING CURBS AS AN ALTERNATIVE. 4. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECH. DRAWINGS FOR EXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS. 5. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PAINTED. 6. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCTURAL COMPONENTS TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF BEAMS OR JOISTS. 7. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 8. AT ALL LADDERS, TOP AND BOTTOM, PROVIDE AND INSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING. 9. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS. 1 BUS ENTRANCE CANOPY AREA'C' 1/8" = 1'-01, 1 0 6' 12' D7 BUS ENTRANCE CANOPY AREA'D' 0 E7 )BUS ENTRANCE CANOPY AREA'E' 0 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA low dr _or AF Jos _ 01 f License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #2 12/10/20 1 Comm: 192237 Date: 11/20/2020 Drawn: SH (1) Check: EBL North ROOF PLAN Scale: As indicated ROOF PLAN 1/16" = V-0" I 0 12' 24' MAIN ENTRY CANOPY 1/8" = 1'-01,�=00 0 6' 12' A2mO95 MN I_1 B C N OK STUD T.O.'G'-2" T.O. STUD - MUSIC �119'-0" BASEUL_ - � 113'-4" BASEML n BRICK LEDGE I���� A-gg�_g�� BRICK PATTERN 1 �� EAST ELEVATION - AREA'A','B' 7 111.7 0 .03 �T.O._STUD - OFFICE 115'-4" 8 NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 11.8 12 \_� INDEPENDENT SCHOOL 04.01 07.37 DISTRICT #624 T.O. STUD - MUSIC 119-0 4855 Bloom Ave White Bear Lake, Minnesota 55110 BASEML _ _- BASEML_ __ �� - - 100 0 00 0" _ 414 o I BRICK LEDGIEJ BRICK LEDGE v 98'-8" QIIIII)98'-8" BRICK PATTERN 4 7 NORTH ELEVATION - B101 SOUTH ELEVATION - A106 �� 1 /8" = 1'-0" �� �� 1 /8" = 1'-0" �� �� 1/8" = 1'-0" 0 6' 12' 0 6' 12' 0 6' 12' 0 6' 12' /----\ � 12 11.8 1110.9 9.9 8.9 8 7.9(:: 7 6 5.8 4.6 4.3 3.9 \,--r07.38 07.09 03.04 08.93 07.38) 03.04 08.93 C8 TYP 08.04 0E 07.38 07.0, STUD a�GYM A5.101 I I I T.O.1134'-5" - - � T.O. PRECAST - GYM ;_.=, 132 -5 a= _- 11 , =: ; 1 a_ ° -- - - . -� - - - ,% 7. 7 4 4. 2 4 2 a a 0 3 03 0 0 0 08 0 04.0 08.10 - - 8. - - O O O O O q - -, - -- - - --i - - - - �' _ 04.02 - a. O d a - - - - - - - - a- ° - - 4-. , g - °-- - - d=, �T.O.STUD-MUSIC da� _ =`; ,❑° a'9. []� 4' d 119-0 ' d d - I , I -1, LL T.O. PRECAST q ° - , - - , - , - � , . " _, , 11 , � , ,', _ �� _J �- - - . .,: -, � . . . . I _: I � . _LL - 115' 4" d, d. ° - d. - - - - Q q d _ - - 07.37 • 0 0 0 09 0 0 O °-. O O O I °� .a ' a' ,- - - - - - _r - •' - - - - - - - - - - ° a. d ° d E - ° - .a _ q- - ° d ° d' - a ; d- - - - / _ -- - - - - V d, - - ° -d - - - - - - - - - - - - - - - - - - - - - - - - - - - d _ - - - - - - - - - - - - _ _ _ _ q _ _ _ _ _ _ _ _ _ 21, - - d_ , - - - - - - d- - - - - - - - - - - - - - - - - - - _ - - Q - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ - -4 - - - - - _ _ - - - - - _ _ _ - _ _ _ a _ _ _ _ b _ _ _ d' - - - - - - - - - - - - - - - dq _ \ _ - _ _ _ _ _ _ °� _ _ _ _ _ _ _ _ _ _ _ _ \ _ _ _ _ _ _ \ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - , \ \ \ - \ - - \ \ - - - - BASEML i S - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - _ - = 100 -0 - = -- z - - - - - - :-_ = - - , - - ., ' IIIIIIIIIIIIIIIIIIIII---IIIIII-III I I IIIIII-IIIIIIIIIIIIIIIIIIIIIIIIIIIIII---IIIIIIIIIIIIIIIIIIIIII I IIIIII-III I I =:' ' :'-'::'; _ ,I- :y.":_ :_ �I \ _ _ __ - BRICK LEDGE -- . , _ _ _ _ _ : _ _ - --IIIIII-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIII I -- \ , >_ : _ IIIIIIII I II I I- 98'-8" - 1 M III III -III III III III III=-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I-1 I I I I I I __ 1 I I-1 I I I I I I I I I I I I I I I I I I III= =III= =III= =III= = I=- -' -- -III 11 - III - III - III - I - - - - _ III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III =III= =III= =III= =III= =III= =III =III= =III- -III- -III- -III= -III- -III- -III- III- =III= =III= - III III III III III III III III III III III III III II ��I III III- _ r ^ � NORTH ELEVATION - AREA'A' 3 1 4 1 5 6 (: ) G F E D C.7 C B A.1 A 07.09 07.38 03.04 ,, ', ,I , --'_,,, E ",,,,�I_---- 1-,,,- 1 ,,�� ,�^I,--_'-,,, , �, I� -, ',"--"_-- ,.I , ,: '11, 1,, - ;. -�-'----, , ,", ',, � ,�, ,��-,--"--_;I ,1�,' ')-,I,, ,7 ,- - ,-. ,: , ; I ,I,�' �---,,� I 1I I , .- .�,I' , - , 1, ,.-1-_�, , I ,11 ', , " 1_,1,_-1 1-I ,,1I-,,""�_-�1-,II 1,'1, 1-,1I1 �� -,__----I"1 - ,, ,,I, �--4�-" " "1 , I ,, I .:[ II","�-----,�,,1-, I -,,". ,--1-" , 11"I � �, ,_--_ II ,1 ,1 ,,,- '�--_1, 1- '" ,,j I�-- I - �1,I __ ,_-"- ' ,, ,�-7,-,,I 1 , I "I I .I , _-- "I -I-"I,,- �,,4-, ",I" ,," --" , I �I II ,_I2-- ,,," I ,- 1I---.-,_,,,',�"I,.1,-- 0_-__ I, ,,"" 1-I -1 ���NI , , -;I,�1- , "4I� I�,.�" ,' I I _-. '",' I,I":,"1 "'_-- - ,,I`I, 4 08.93 I T.O. STUD a�GYM 134'-5" 04.01 07.10 04.01 04.01 04.01 - - - -- _ , -- -_ I T.O. PRECAST GYM - - - --_ --__ -- ----- - _ - --___ - ---_ - -_ -- - - - , 132' 5" - - -_ - __ _ -_ - _- - _ _ - . 1 _-_ - _ - _ -_ - - - _ _ _ - - -_ a� - - - - -- - - -- - - _\ _-_- '_ - - - - -_ -- _ -- - -- - - - - - _ _ _ _ i _ _ - _ - _ _ _ - _ _ _ _ ?-_ - - _ - - - _,, - _ - - _ - - - - , -- -- -- --- - - -- - - - -- 11. 12 -- - _` - -- a - 8 1 - 18 TALL DARK BRONZE ,5 - - _- - - - - - -. - - : - - - _ - - _ - - - - - - _ - _ -d _ - - D` - - - - d - - - - - ° - - - - - °D BACKLIT CHANNEL LETTERS p p p ; -IInIn\\VI` '\w//�'\\w//p[ ,d \V//p - n M- = - - ,A _ _ Lt - - _-_ - - - _ - _ _ _ _ - -I- _ °d - "° _ - , ° - - , - I, I O �- ',.. - - - - - - - - - - - - - - - - d' - - - - - - - - - - -°B - - _ - _ - - - - - - - - - - , - - a - - ❑ -- - - - 'a.- e - - _ - -- - - - _ - IT O. STUD OFFICE - - _ - - - _-- - _1-- - - - " --- - - - - - 115'-4" -, - _- - __ __ q= _ ___-_o--_-,, __ _ _ \ - - - - - - - - - - - - - - - - - - - - - - _ - - - _,� _ - - - _ - - _-_ - - - BASEML -- - - 100'-0" �I F �I -� �I �I I �I �I �I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIII I- I III II I II I II�I�I--�I�I�I� -II I II I II I II I I--1 I II���I�I�I�III�I�--� CA BRICK LEDGE BRICK PATTERN 4 11 98'_8" NOTE: ADJACENT EXTERIOR MATERIALS CONTINUE BEHIND COLUMNS M .SOUTH ELEVATION - B101 Z 1/8" = 1'-01, 0 6' 12' A A.1 B C (C. 7 D 07.38 03.04 07.37 07.38 07.09 03.04 04.02 v T.O. PRECAST - G_ YM _ 1 2'- _ - - 3 5" , - - - - _ - _ - -_ - "; _ -_ - _ 1-11 - -,_,- - - -_ - -_,*,__1_ 2'',-, - -_ -_ - _ _ , _ _ - -- -,_>_ - _ _ - __ - - - - - T. AFETERIA STUD O.0 ' ;'. _ -, _ _ _ 120-11/2" - - - _ _ _ , -- _- T.O. PRECAST - __ _ -- \ \ 115-4" --_ -- _ - _ - - -_- , - -_- - - _ _ _ �BASEUL _ _ - 113'-4" - - -_ - - _ - - _- -, _ - - - . -- -_ -- - - _ "> - _ _- _- _ - _ 11 - - -_ = a - , - - - - - - -- - _ - - - - - -- - -_ _ - - - - \ I 1, _ - -- _ _ - - - _ - _ _- _- _, , \ - -- - _ _ _ _ _ \'' I I I I . 11 11 - N _ _ - _ - _ _ _ \ i - -- - - -- ,- - BASEML - -11 - 100'-0" ----- - . r - _ , _ - I III � BRICK LEDGE Q T_ ___-_ - _ -_ -_ _ , , _ _ _ _ I - _ I I=III= 1 I I -III I K; WEST ELEVATION - AREA'A' E 0 6' 12, 3.9 rT.O. CAFETERIA STUD 120'-1 1 /2" A T.O. MASONRY CHILLER ENCLOSURE F "I108'-01 BASEML _ - 1 d0'-0" CA BRICK LEDGE/ 98'-8" -ZL SOUTH ELEVATION - CHILLER ENCLOSURE O T.O. STUD @ GYM 134'-F' �T O. PRECAST - GYM 132'-5" 00 1 O BASEML 100'-01, 5.8 6 7 7.9 8 8.9 9.9 109 11 118 07.38 07.09 03.04 07.09 07.38 \, \-r � � I y I I I I I I I I - I I --i _-_ -_ - - _ - - - , - -- - - - _ -_ - _- _ -_ -_ -_ _ - - -- _- - - - - _ _ - - - - - - - - ;' - - - - - - -_ - ; _ - - - _ - -1 - _- - _-_;'- -_ -_ _ _ -_ - _ - - - -- - - - - - - - - - - - - - . - - - - - -- - - , - -- - . - - - I _ - - -` - - --_ - - -- - - - - _ - _ - - - -1-1 -- -_ _ __- _, _ --- -- - - - - - - __- - - - - , __ __ . - _ - -- - - -, - - - - _ _ - - -_ - , - -, -_ -_ - _ - - - - _- - , --- - - - - - ;'h -_ - ;_.;_ _ - - _ - ,;' -_ -_ _- - - -- - -_ - _ - _ - -_ - - _ _- - „_ -_- -_ _ - - ;` -- - _- - - -- - - - , - _ - ,_ _ _ , - , _ - - - - -. - --- - - -_ -_ - , - - _ - -- - - '- _ --- '_;_- :_ _ _ _ - - j. '- - - _ - , - . - - >" - - _ - -_ - - -_ -_-_ _ - -- - - -_ - - - - ", - - 10'-0" 10'-0" ?' 0.1, J, J SOUTH ELEVATION - GYM 1/8" = 1'-0" 0 6' 12' (C. 7 D CT.O. PRECAST -GYM _ 13Z-_ T.O. CAFETERIA STUD_ 120'-1 11: T.O. MASONRY CHILLER ENCLOSURE IIIII -0" _ rh BASEML10_ _ _ 0'-0" _ BGE RICK LED 98'-8" -A WEST ELEVATION - AREA'A', 'B' Q o o Q Q o Q T.O. PRECAST -GYM 3 5 .: WATERWASH PRECAST 1Q � ACID ETCHED PRECAST 0 N k EQ � 4'-4" � EQ 1 PRECAST PANEL PATTERN TYP 1/811 = 11-011 0 6' 12' EXTERIOR ELEVATION KEY C1 A5.101 E1 A5.101 - I B7 I I A5.101 L B1 A5.101 E3 F1 A5.101 F3 A5.101 A5.101 _ B6 7 A5.101 11 I L__J Ba r-------- A5.101 I I I I I WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 KRAUS-ANDERSON R 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 MATERIALS KEY KEY MATERIAL 03.04 ARCHITECTURAL PRECAST CONCRETE 04.01 BRICK 1 BEIGE 04.02 BRICK 2 RED 04.03 BRICK 3 BROWN 04.09 CAST STONE 07.02 PREFINISHED SHEET METAL FLASHING 07.09 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 1 07.10 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 2 07.37 PREFINISHED METAL COPING 1 07.38 PREFINISHED METAL COPING 2 07.39 INTEGRAL METAL COPING 07.94 PREFINISHED RAINSCREEN PANEL 2 COLUMN WRAP 08.04 ANODIZED ALUMINUM DOOR 08.10 COILING DOOR 08.59 PREFINISHED ALUMINUM LOUVER 08.93 CURTAINWALL SYSTEM 26.97 EXTERIOR LIGHTING (SEE ELEC.) EXT ELEVATION GENERAL NOTES 1. ALL INTERIOR CORNERS TO BE BRICK EXPANSION JOINTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA %l /1 1 �E i Jos 01 f -//t/r License Paul Aplikowski Number: 42737 Date 11/20/2020 IIIIIIIIIIIIIIIIIIIIII Revisions Description Date Num Addendum #2 12/10/20 1 Comm: 192237 Date: 11/20/2020 Drawn: SH Check: EBL EXTERIOR ELEVATIONS Scale: As indicated IIIIIIIIIIIIIIIIIII A5ml 0 6' 12' 1/8" = 1'-0" 0 6' 12' 11 10.9 8 MN I_1 2 3 4 5 15.6 15 14 13.5 13 12 11.8 K R �.0. STUD q 1291-2" O BASEUL 113'-4" O BASEML 100'-01, � BRICK LEDGE v 98'-8" NORTH ELEVATION - AREA 'CV B \, / 1 /811 = 1'-011 �� � 1 // 0 6' 12' O Q C T.O. STUD_ 129'-2" - 0 E F BASEUL _ 113'-4" BASEML 100'-01, BRICK LEDGE v 98'-8" BQRICH 1 EV-T ELEVATION AREAS 'C' & 'D' D 1 1 1'-0° -� 0 612' TT 0. STUD 129'-2" BASEUL 113'-4" O BASEML 100'-01, BRICK LEDGE i Q v 98'-8" - 1 SOUTH ELEVATION - AREA 'D' 07.37 STUD 129'-2" BASEUL 113'-4" q�_T.0. STUD 129'-2" BASEUL 113'-4" 6 7 (R.6 R ,0. STUD o-T 1291-2" o-BASEUL 113'-4" BASEML _ BASEML A EML _ BASEML 100 0 100 -0 _-I� - 100 -0 III=I I I � — 100 -0 �— -- v BRICK LEDGE v BRICK LEDGE � - BRICK LEDGEIII III 1 I III 1 III--1 v BRICK LEDGE, d 98 8 BRI PATT N 3 98 -8 BRI PATT N 2 98 -8 98 -8 r 1 BRI% PATTE N 2A �71 ELEVATION - AREA'C' WEST ELEVATION -AREA 'C' C108 EAST ELEVATION - AREA 'C'STAIR NORTH�FLE�VATI.QN - D108 *_��1/8'-0" >_� >_� B5 1/8" = 1'-0" >_� >_� B6 1/811 = 1'-011 �� �� 67 1/8" = 1'-0>_� 0 6' 12' 0 6' 12' 0 6' 12' 0 6' 12' WO l V) � OT l 5)(R.6 OR (Q.4) Q P.8 P N.8 N OM 1 1 "/% I "1 1 % I— I "I xl CONTINUE BEHIND COLUMNS- EXTERIOR ELEVATION KEY I 8" CLEAR ANODIZED DIMENSIONAL LETTERING 10.9 11 11.7 118 12 13 13.51 14 15 SOUTH ELEVATION - AREA 'C' /'1V J/"�V LIV 1 L/\1 LI\IVI\ IV I/'11 LI\1/'1L�.1 CONTINUE BEHIND COLUMNS A5.102 1 102 Z--\ 15.61 16 .RN 2A Al NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 W KRAUS-ANDERSON, 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 MATERIALS KEY KEY MATERIAL 04.02 BRICK 2 RED 04.03 BRICK 3 BROWN 04.05 BRICK 4 IRON SPOT 04.09 CAST STONE 04.88 BRICK 2 RED (SOLDIER COURSE) 04.89 BRICK 3 BROWN (SOLDIER COURSE) 07.09 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 1 07.10 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 2 07.37 PREFINISHED METAL COPING 1 08.54 SPANDREL PANEL 08.58 EXTERIOR GLAZING 08.93 CURTAINWALL SYSTEM 09.07 GYPSUM BOARD E TION GENERAL NOTES 1. ALL INTERIOR CORNERS TO BE BRICK EXPANSION JOINTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA rJ /1 1 r iii i License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #2 12/10/20 1 Comm: 192237 Date: 11 /20/2020 Drawn: SH — T Check: EBL North EXTERIOR ELEVATIONS Scale: As indicated A50 102 1/8" = 1'-0" 0 6' 12' 1/8" = 1'-011 0 6' 12' 1 2 3 4 5 6 7 8 (6.6 6.5 6.3 6 5.8 A MN e-U09 STUD 129'-2" e_M EUL _ 113`-4" BASEML _ 100'-0" B BRICK LEDGE[ v 98'-8" NORTH ELEVATION - AREA 'E' 1/8" = 1'-0" 0 6' 12' T.STUD 12O.9-2" BASEUL_ 113'-4" BASEML_ 100'-0" B'RICK LEDGE;' BRI 98-8" A SOUTH ELEVATION - AREA 'E' / PARTIAL 'D' O5 4.6 4.3 4 C3. 3 2 1O 1O 2 3 3.9 4 4.3 4.6 Q5 5.8 O6 6.3 D 1/8" = 1'-0" 1 0 612' S (R. 6 E A LL�' EAST ELEVATION - AREA'E' STAIR DS C _STUD_ e_U'-2" BASEUL 113'-4" C11,13ASEMIL 100'-0" BRICK LEDGE Q 98'-8" 1 WEST ELEVATION - AREA'E' STAIR 1/8" = 1'-0" 1/8" = 1'-0" 0 6' 12' 0 6' 12' D lIVJ/""�VLIVI L/\I LI\IVI\IVIlII LI\1llL\J CONTINUE BEHIND COLUMNS `g) T.O. STUD _ 129-2" BASEUL_ 113'-4" rbL BASEML_ _ 100'-0" -b BRICK LEDGE 98'-8" BRI PATT RN 2 A )A F3 ELEVATION - E108 1 /8 - 1 -0 0 6' 12' N.8 Q (Q.4) R S o 1 WEST ELEVATION AREA 'E' Q T.O. STUD 129'-2" _BASEUL_ 113-4" 1/8" = 1'-0" 0 6' 12, (R.)6 S T.O. STUD 129'-2" v BASEUL 113'-4" Q BASEML 100-0" O BRICK LEDGE, 98'-8" 1 WEST ELEVATION - AREA'D' A T V OW X Y 1/8" = 1'-0" 0 6' 12' BASEML_ moo'-o" - BRICK LEDGE BRI PAT N 3 98'-8" F4 EAS�T0��EVA�TIO�NE�105� 1/8 0 6' 12' 6.6 q�_T_O. STUD 129'_2" BASEUL_ 113'-4" BASEML444 — Q BRICK LEDGE/ H' 98-8 BRIG PATT N 3 F5 NORTH ELEVATION - D105 1/8" - 1 -0 0 00 la0STUD _ 129'-2" 0 BASEUL 113'-4" v BASEML _ 100'-0" F6 EAST ELEVATION - E202 1 /8 - 1 -091 0 EXTERIOR ELEVATION KEY NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 W KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 MATERIALS KEY KEY MATERIAL 04.02 BRICK 2 RED 04.03 BRICK 3 BROWN 04.05 BRICK 4 IRON SPOT 04.09 CAST STONE 04.88 BRICK 2 RED (SOLDIER COURSE) 07.09 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 1 07.10 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 2 07.37 PREFINISHED METAL COPING 1 07.38 PREFINISHED METAL COPING 2 08.58 EXTERIOR GLAZING 08.93 CURTAINWALL SYSTEM EXT ELEVATION GENERAL NOTES 1. ALL INTERIOR CORNERS TO BE BRICK EXPANSION JOINTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA %l /1 1 is i 7J i or i License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11/20/2020 Drawn: SH Check: EBL North EXTERIOR ELEVATIONS Scale: As indicated A5m l 03 MN A T.O. STUD - PENTHOUSE 144'-0" A B 0 I II I? rn PENTHOUSE 128'-0" ell'-010'-0" 10'-0" moo NORTH ELEVATION - PENTHOUSE 1/8" = 1'-0" 0 6' 12' 6.5 6.6 7 T.O. STUD - PEN_ THOU 144'-0" PENTHOUSE 128'-0" 1'8" SOUTH ELEVATION - PENTHOUSE 1/8" = 11 0 6' 12' �T O. STUC 129'-2" BBASEUL_ 113'-4" EQ EQ EQ NORTH ELEVATION - B209 1/8" = 1'-0" 0 6' 12' Q T.O. MASONRY CHILLER ENCLOSURE E BASEML 100'-0" NORTH INTERIOR FACE - CHILLER ENCLOSURE 1/8" = 1'-0" 0 6' 12' T.O. MASONRY CHILLER ENCLOSURE Q�_l 08'_0" - L BASEM 100'-0" BRICK LEDGE 98'-8" 1 u�u 5'-4" WEST ELEVATION - A126 B 04.02 2 3 4 5 9.9 9 .9 07.09 10'-0" 10'-0" 7 7.9 8 8.9 9 9.9 10. 11.711.8 ,T 11 Y � 10'-01, 10'-01, 10'-01, 10'-01, 10'-0" TL DK J �T O.STUD 129'-2" 0 in 0 in Q BASEUL 113'-4" EAST ELEVATION - AREA'B' 1/8" = 1'-0" 0 6' 12' (3D.9 0 T.O. MASONRY CHILLER ENCLOSURE BBASEML 100'-0" .� SOUTH INTERIOR FACE - CHILLER ENCLOSURE 1/8" = 1'-091 0 6' 12' C C.7 A T.O. MASONRY CHILLER _ ENCLOSURE BBASEML_ 100'-0" WEST INTERIOR FACE - CHILLER ENCLOSURE OR (Q.4) Q P.8 STUD - PENTHOUSE 144'-0" EN M i� _PENTHOUSE 128'-0" 11 EQ J, EQ J, EQ J, EQ -N:l 6 P N.8 oc 1 EAST ELEVATION - PENTHOUSE T.O. STUD.- PENTHOU: 144'-0" PENTHOUSE 128'-0" 0 6' 12' N.8 P P.8 tQ (Q.4) R I �E 07.09 07.38 - L CIO) EQ EQ EQ EQ'-0� WEST ELEVATION - PENTHOUSE 1/8" 0 6' 12' 0 T.O. STUD _ 129'-2" A rBASEUL_ 113'-4" WEST ELEVATION - C202 1/8" = 1'-091 0 6' 12' 1/8" = 1'-0" 0 6' 12' (C.7 C 03.01 04.09 _ STUD O0_U9'2 -" ABASEUL 113'-4" 7 8 9.9 9 8.9 EXTERIOR ELEVATION KEY F7 A5.104 E7 Q F4 A5.104 1 A5.104 I I ___ E1 1 _4 A5.104 F1 D6 A5.104 A5.104 E2 D3 E4 A5.104 A5.104 D5 A5.104 A5.104 B1 A5.104 A5.104 L__J C5 I 135 A5.104 A5.104 I I L C1 J A5.104 8 7.9 I, EQ 11, EQ ,I, EQ .I, EQ .I, EQ .I, CURVED ,IA'-5 7/8';I NORTH ELEVATION - AREA 'B' �� 0 6' 12' T.O. MASONRY CHILLER ENCLOSURE _ BASEM` BRICK LEDGE v 98'-8"- 1 STEPPED BRICK LEDGE III I I ICI I III III III III III III III III 1 I III TI1, TIT, 9'-3" 10'-9" T-0" T-0" X T-0" T-0" T-0" 5-4" IN rA l EAST ELEVATION - A126 M C? a� BBASEUL 113'-4" 0 �� NORTH ELEVATION - A201 1 /8 - 1 -0 0 6' 12' Q M 0 co �BASEUL 6.6 A NEW ELEMENTARY SCHOOL 15198 Forest Boulevard Hugo, Minnesota 55038 INDEPENDENT SCHOOL DISTRICT #624 4855 Bloom Ave White Bear Lake, Minnesota 55110 WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 woldae.com 1 651 227 7773 W KRAUS-ANDERSON® 501 South Eighth Street Minneapolis, MN 55404 krausanderson.com 1 612 332 7281 MATERIALS KEY KEY MATERIAL 03.01 CONCRETE 04.02 BRICK 2 RED 04.09 CAST STONE 07.09 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 1 07.10 PREFINISHED RAINSCREEN ALUMINUM COMPOSITE PANEL 2 07.37 PREFINISHED METAL COPING 1 07.38 PREFINISHED METAL COPING 2 07.39 INTEGRAL METAL COPING 07.92 OVERFLOW SCUPPER 07.93 PRE -PAINTED CORRUGATED METAL PANEL 08.59 PREFINISHED ALUMINUM LOUVER 08.93 CURTAINWALL SYSTEM EXT ELEVATION GENERAL NOTES 1. ALL INTERIOR CORNERS TO BE BRICK EXPANSION JOINTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ARCHITECT under the laws of the State of MINNESOTA %l /1 1 is 7J i 'I License Paul Aplikowski Number: 42737 Date 11/20/2020 Revisions Description I Date Num Addendum #1 12/04/20 1 Addendum #2 12/10/20 2 Comm: 192237 Date: 11/20/2020 C Drawn: SH Check: EBL North Ell INE11111 INT: MEIN 113'-4" 6-0" 10'-0" 10'-0" (; 1 WEST ELEVATION - A201 i EXTERIOR ELEVATIONS Scale: As indicated A5m l 04 1/8" = 1'-011 0 6' 12' 0 6' 12' 1/8" = 1'-011 0 6' 12' I ■J='`i�� =� jirr � yr T RPM E MEN ; It ON r � a 1 0 s �IIIIIIff� - - - - - - -� T% _ Tt , , � '' 41 1 - _ _ - _ k . y�L a� - + ' . 1 •� o +-i t�a� .. ` •�• * i' � •� � 1;' •� rl , -a 1pi _ ' • ' r ti :!•�• '-• J S7.' -' rir4'+ r; FAT _. ' �� *�■ - � _ � ti '.. ' + i- � ` _'� , M1 j• M1 , t � �MF� _t _ - _ ■ �ti •+ 4 �� '. _ - L ' . _ r # it �� 7 ' •� f - 1 # 1 � � t .� � + s ` � 11, � * • - . • ' � r�y+ - h f .t �_ jy�t .f! !f _ ''*�� •a � L '' r: 7' �' ~��• -_ - h �.,r ■■ r �r+' F +.1 ■ .,■_Y +Y'fr `.•F}: `� _ -' �■+ S �� _ '' _ +, ,��r� _ ,+r+.r to Fes_`* r+< { r�'i f. ri 4�y{L r '�. . +i ' +• { � F. i �IW' Iii 4; , ! r rt• .'r " IF ,ram A c + _ '+ _ ■ a } 111 _ * �+;s- Y ■ ti i•` rF '� _' 1 ,. 1y �F 4 * - +L _ 7 ' - • { . _ _ ' + - `' _ . - ■, ■ r f _ r `+ i r•4 ' J '■4� �+ ,' I� 1 _ r IF _ ,_ _ �y \•;,r - y r ■ .,;}�, `err Y , }k, t 4' rR p - 91. • +� • l +` 4 + f 'r , _. :■*.�yr ��Tl+.'•` r .1' ti' ' • .. ,t'�` ' '¢* '.Mr '7 + r,•'•' r ', -,;iY, �ti � ,� j .. t � � •_ _ ■.,■.k ._. r. - , r � _ _ �,,.••• _ r r�.Y , �'� ■ - '! � a+� .44+�a�•ti ��r� '-. .' � �+ ' , .� 'Jk'- w r - `� F + ■ # a �, +F k, %I 1, ' +'. �*� '' 3 i 1}• �, F� . M1 . +' r . rr� - r .. •� ' _ - 'T '' - ,' F - _ - 5 - *Ffr r y ' r,1 '� a;Rrr'{f�. 1 • Yi.~.fi. - rL . .?. le r - r ` �1+r. •� - .. •a_ ++ 4 J 't x-�'- - h i �• r 'r •. y i • • 1 - - r J _ i+ - �L y-r' _ rl'i.r_� •. �_ .,' ��R.��' k • �r. y . ! ■ -`•• -# ��l,F' -- * r+■. ' _�r'`••51: r _ '.� - - - - - '''• 'r - •'L :� +S�—y+ Tom} F -+;�ti �L•4 .�' \ f�.--'�{, ■'•� IL r�+` -y +- �X• ,'�{+,� ' r �`• , - t'- , ' .+ , 4 1' •r� ' Lf *` ~ -- •' , f i f dr., r9�•� ■ er i� �1 y,�� _yY`�. _ - �','r■t 5 ,- '_�' 3 1 � ' •. � - 5 .+ ` F L '#I + F �' - _ I ' F� �a`'`Yt+•�'.:•�`L • �� Y r L=■ Iw +� yam+ I•�� `1� T i ��R�ti ] `r -••t .' �•-! _ a y _ - _ .�, �.s _ _ ti, _ + t ~�,•. + y . - r '.. .•� III tr•+may` y. J}Y� _t `.iayr+ 7rr+�•'�i. •} *�r�, r4 r -.•r•, .. i . k - Y' ,y: �,•-�- z• r-~ - _ • t r� f~ * a - - F k f ..�•L •� - `� 1 -, -_rnL•�E •;J L *.' •rt. *J_ r� " .ti �� -R r `-�1 �Y.;~� ��2 , ` �• a. _ - _ ��. ri'�� �'r� `• • •*�+� r - L ' ' JLT F'1' +< + +F * *f � ai` _ L �'ri # ai rt �' r r %r r Mf+ * r,• r� LF• l#' _ r _ �` ' { liF L.. '-' ` _� rt _ ' J. f• ; ]r+ T i - *' a i �' 1 I - ■ R �. # • _ } L �'' _ ' -_r I . ;'. r y ■ t*� k y, r �.�ti •.ti-�• _ �' k - i-_� {� 4 • _ s •�r - t _ r _I y , �L. �., {• r f_ t+_ F�lr' r - + I' 1 r _ �'i ',r i'fi' 'fr}'t_+ , �� #�� * `F -� rWill � %11+ !{.r-�� L.'. +�` { aL ■~ } *r#7�+ifi ��•ik �•til _ * f7V A r �Yti-9 ._-J; +ti ,'k-Ty F x �� +•yi �~ ��; - T� Q. F� - -T ~ti - : •h.r+ f `1L y��' ,'�-,L ; ir�i rye. -�'+y� - - i, y� ,�&,r ''' + Olt y ; ' . _ .y- :•. '_ r.'. L.14 .+�, �- f fi +.•`ti. -�■ ' } •,�y ..+,t - - T. M1` �' , _ _ +' # 'rt' i 'A PIP 3 { Y , 4* i, ii' • 1 '�*may+� P 0. r+ �„ ' ~. W r i, #' :r+ LI - go-,. _•� { L _ fir` ` 1 ! .y�Y 'ice i+V�■� L1`+ �y'_•7� it Y, r, •' ��. ��+,� ` +*.-'■+1 ,�L ti r,�`Jr, - ` .�• - '•��-��- _ - rr �•, ,� �� f +4 • { !#rk f Y '-5 '} N'1 'S`i �irY ,+ .y�• _{ 4� - �r.�. - ! ' •■ •. + - ti jk • r f * r �# 1 ` iqr rti .i iJ t 1{ ' r�F a�. 0. 1�- 1 �.+_ ` L' ` ; r , _� T * F J'� ra .�1 ■1 Vim# �■ �� 90 �Y lip Ll ~'Jf i a� + _ } - '+ r '•� J - r- �`� t� T �� 5 ',F*r , - � Sri - _ �4' F:��_ •r i. _ i t r■ _ rk y f rf�-{ �' _ i + ,� t��,,� r '� r i, ' M■� 1 tR�J'Y_i ++Yr �i•i 1IIIIL 1 �+ # T'� �.1■ F-. ��� i'�Y r� k +' •11. P. , r.f. y r �• ,�,,�Y=I y +� =iJ.L i ■ r r 5+ .: �• • _ , +' Y + V � x OA Orr alb , or F L r� �+ IV r T do jr 54 4JO4 ti _ *• YJ6Y � ■ ' Y L I VP Nt Y *�' a y _j. r I I-L. .1 1 vot_ihmAk OL ao JL PO L z � r , ram �•' dr IF r J -4 r L 1 ' # ,■ 5 fF + r ' r �,f � 1 1 i I i 1 Aft 1 A k- 13. it 'i- ' ;� ,,� ' `i •• + '*• i• L ,'; .1 ' - i 7 } , �. 3 T -- rIL f- Or * _ i � � � F u p 4 4r. 4 dwA lop LI;t , 4rA jr Ip IF I'M Fir }`+ L y { * * ot kw410 IN f 06 'do Ilk k 4 Rr p— N6 Ak. A ir W IL Z. x ■ * - Y�r - r IV S. 46+ jp I i Y l� + R+ +r � �'� ' ■ k 5 .yam V a �� - I �Y ' '-. i {1 rf ' .� '1 . r 5 5 •rya' ' i t . # _ %L •+ _ __ _ _ _tea ���.,_ }• v ar ' 7 r R , rim is .r *� i ♦# L � \ � F A�-tip }e• i�- m h -10 op.-S i ■ arm ir �. R F � t � pp t F - _WPPL 4L � a dL x it a a V - AW I• `-` ;1 ram' - _ _ CIO �r :F f• 04r ' i W6, All r _ Y r � I � TN , i y or -A -Ad ". # ' • ,� .� % IL � 'tip' � ; .' . � f � ;�. '� �. a t �•x•' � � y "1 t , 1 SON 3 I9 * - J 1� Apmr— I � • _ 4 ' J wpm C� F 1 � Agenda Number: D.2 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Xcel Energy, 414 Nicollet Mall, Minneapolis, MN 55401 — Variance and CUP Amendment for site located at 13620 Fenway Boulevard North. DATE: March 16, 2021 for the Planning Commission meeting of March 25, 2021. ZONING: Business Park (BP) 60-DAY REVIEW DEADLINE: Apri130, 2021 BACKGROUND AND DESCRIPTION OF REQUEST: Xcel Energy currently owns and operates a training facility on property within the Bald Eagle Industrial Park. The site plan and conditional use permit was originally reviewed and approved by the Planning Commission and City Council in 2012 and later amended in 2017 to include a 12,000 square foot building addition. The overall site is used to train many different electric and gas utility operational disciplines, including electric distribution, substation, and gas distribution. The addition is used for indoor training exercises to compliment the electric and gas field training. The large open area of the site is utilized for hands-on training such as breaker maintenance, smaller transformers, load tap changers, direct transfer trip schemes and relay packages. The applicant is proposing to construct additional training facilities to include a "mock" transmission line dedicated to training exercises for transmission line construction employees. This requires a conditional use permit amendment to amend the site plan for utility pole locations in the conditional use permit. The transmission line is proposed to have approximately 12 poles of various types, conductor, cross -arms, and hardware. The line will not be energized but is designed to provide valuable field experience and safety training. The applicant is also requesting a variance from the maximum building height for the training poles to be 72 feet tall, where 50 feet is required by ordinance for structures and buildings. The applicant has stated that the proposed facility design has reduced pole heights by 20-40% to that of live operational transmission facilities and that the proposed heights are the minimum needed for adequate training. One of the poles is proposed to be a small lattice tower, shown as pole number 5 on the site plan. Xcel Energy Variance and CUP Amendment 2021 Page 2 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the south are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east and north are zoned General Industrial (1-3) and are occupied by industrial businesses and a vacant parcel. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve Park. B. Existing Site Characteristics The property is 28.15 acres and consists of wetlands and wooded areas on the south and west sides of the property. The existing training center is located on the property. 3. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. Conditional Use Permit Amendment The applicant is proposing to revise the site plan that was approved with the existing conditional use permit to include the expansion of the training facilities on site and the proposed transmission lines. The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north and south of the building. The character of the area is for the most part industrial. There are buffers of woodland and landscaping between the site and the residential uses. There are business park uses to the north of the property. It's in staff's opinion that the proposed use is compatible with the character of the area. C. Variance The applicant is proposing to construct the outdoor training transmission poles at varying heights, with a maximum of 72 feet, where 50 feet is required by ordinance. Staff used the standards outlined in Section 90-38 of the City Code and found the following: Xcel Energy Variance and CUP Amendment 2021 Page 3 (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties" as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and, By adding to the existing training facilities, the applicant is proposing to use the property in a reasonable manner. The additional facilities will not drastically alter the use or intensity of the site and the site will remain a utility training facility. Additionally, the proposed transmission lines are not unlike existing, operable utility poles located throughout the City. It is in staff s opinion that it is reasonable to request that the training transmission line be of similar height to existing live operational utility poles in order to ensure adequate training practices. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property is uniquely shaped and is surrounded by mature wooded areas to the west and south, effectively screening the existing training facilities from adjacent land uses, specifically the residential uses to the south. Additionally, the proposed transmission line consists of utility poles that are similar to existing live operational utility poles that are of similar heights. c. Character ofNei,-hborhood. The variance, if granted, will not alter the essential character of the neighborhood. The property is zoned Business Park and is surrounded by other, existing business park uses. Additionally, the property is buffered and screened from adjacent residential developments by existing wooded areas and wetlands and will not alter the character of the neighborhood. The additional training facilities will not drastically change the appearance of the site. It is in staffs opinion that it is reasonable for the applicant to request training facilities that are similar to existing live operational utility poles to ensure adequate training opportunities. The proposed transmission line will not noticeably alter the character of the neighborhood as they will be located behind the principal building and are not structures occupying a large footprint. Additionally, utility poles are common throughout the City. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City's Comprehensive Plan. The spirit and intent of the ordinance is to allow the training center on site. Xcel Energy Variance and CUP Amendment 2021 Page 4 (4) Prohibited Use. The variance, if'granted, shall not have the effect of allowing any use prohibited in the district. The training center is a permitted use in the Business Park zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. The proposed utility pole locations have been reviewed and approved by the City's wetland specialist. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by City sewer and water. It is in staff s opinion that the application meets the criteria outlined in the City Code to approve a variance. 4. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the CUP amendment and variance as outlined in the City Code and zoning district regulations, subject to the conditions listed in the attached resolutions. 5. RECOMMENDATION: Staff recommends approval of the CUP amendment and variance for Xcel Energy training facilities located at 13620 Fenway Boulevard North. ATTACHMENTS: 1. Location Map 2. Variance Resolution 3. CUP Resolution 4. Revised Conditional Use Permit 5. Site Plan and Elevations t===.' CITY OF Xcel Energy CUP Amendment and Variance Location Ma o � 625 VVV P EST. ieos Feet Hugo, MN 1 in = 625 feet RESOLUTION 2021 - XX APPROVING A VARIANCE FROM THE MAXIMUM BUILDING HEIGHT FOR A TRANSMISSION TRAINING LINE ON PROPERTY LOCATED AT 13620 FENWAY BOULEVARD WHEREAS, Xcel Energy has requested approval of a variance to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on March 25, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated February 5, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is reasonable use of the property as it is consistent with the existing facilities and use on site. 4. The variance will not noticeably change the character of the area. 5. There are practical difficulties in meeting the ordinance standards. 6. The spirit and intent of the ordinance is to allow the training center on site. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. Resolution 2021-xx Page 2 NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Xcel Energy to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance, on property located at 13620 Fenway Boulevard North. ADOPTED by the City Council this 5 h day of April, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2024-XX APPROVING A CONDITIONAL USE PERMIT AMENDMENT FOR XCEL ENERGY TO AMEND THE SITE PLAN FOR THE PROPERTY LOCATED AT 13620 FENWAY BOULEVARD NORTH WHEREAS, Xcel Energy has requested approval of a conditional use permit amendment to amend the site plan for the property located at 13620 Fenway Boulevard North and is legally described as follows: (See Attached) WHEREAS, the site plan is in accordance with the variance to allow transmission training poles to be up to 72 feet in height, where 50 feet is required by ordinance. WHEREAS, a conditional use permit was approved on August 7, 2017, for an exterior storage area and outdoor electric and gas training area; WHEREAS, it is the desire of the applicant to amend the conditional use permit approved on August 7, 2017, to revise the permit and to supersede all other prior conditional use permit approvals. WHEREAS, the Planning Commission has reviewed said conditional use permit amendment at a duly called public hearing on March 25, 2021, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit amendment for Xcel Energy on the property located at 13620 Fenway Boulevard North with the following findings: 1. The development shall comply with the site plan dated February 5, 2021 (Exhibit B). 2. The plans shall be revised to ensure pole #5 is not located within the existing drainage and utility easement. Plans shall be reviewed and approved by staff. 3. Prior to the issuance of a building permit, exact locations of poles and final project plans shall be reviewed and approved by staff. Resolution 2021-XX Page 2 ADOPTED by the City Council this 5`h day of April, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: April 5, 2021 OWNER: Xcel Energy Inc. 414 Nicollet Mall Minneapolis, MN 55401 ADDRESS FOR WHICH CUP IS GRANTED: 13620 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: An amendment to the site plan to include a new transmission line for training. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The conditional use permit is hereby amended to include the site plan dated February 5, 2021 showing the location of the added transmission line for training. 2. The conditional use permit shall comply with the following conditions: a. The development shall comply with the comments in the Engineer's memo dated December 1, 2011, May 15, 2012, October 29, 2012, and July 7, 2017. b. The location and geometries of the site plan shall further reviewed and approved by City staff prior to the issuance of a building permit. c. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. d. Exterior storage of equipment shall be located on a paved surface. e. The design of the home simulators shall be reviewed and approved by City staff prior to installation. f. The building architecture is subject to further review and approval by the City. g. At any time the fumes from the outdoor gas training becomes a nuisance; Xcel shall take action to abate the issue. At anytime as requested by the City, Xcel agrees to notify the surrounding property owners of gas training. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2021, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2020. Title STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. ■ S89033'08"E 895.0 $ - - - - - - - ' 60.98 87.85 p� 160.94 sA� - - - - - 296.67 288.57 - - - - - :' L F• .. 56" E N12° 42.98 J. 0aa o C, 2003 ui .002 st N37038'43"E 52.23 e0 4 4 o / Q o Gc)c)g1e,Earth Q0 O AERIAL SITE PHOTO W/ INSTALLATION % 80'-0 i i I 1004 20031 I I CD- Q I o CD CV 80 N W o I 0) z 1003 C.0 LU N LL02J O N LO Cq CIA � N I N O \ N M� T 1 i I � � c N 18" P G M IC 91, G S89033 08"E ��� 933 9 192.82 1002 2001 931 DE 93 s 8" „ 0 �M I 924 EXISTING GAS TRAINING 9�� SP 3" 3" 3" 3, 3" 3" o 920 �- S SPY S 3 PY & 3" P3 SPY 3 o c cv O� 0 3" o� a 3" 933 3 924 931, 932 P3" O O $ 3�, 1001 � 923 I 3" � 937 M9�, rn M Q 930 N O 00 I 99 1 3 3 931 Cl) rn 5 EXISTING TRAINING BARN El �, o CAP9� ' 0 rn O <<i. lC' O i92� �Q 3 � El 95 M N CD ® EXISTING GAS + 2 � ' � ,� ; / � rn ELECTRICAL TRAINING � rn � sN 9 I g29 FjV� El19 M VO i CT IV � o .C� 3 J? b ' g31 rn i 2Q I924 � 9� J1,5- S%°�� '2J \ - �22 - o 9 JO v LEGEND 1❑ or 1001 POLE LOCATIONS SITE PLAN TRUE 1" = 60'-0" NORTH RSP Architects 1220 Marshall Street NE 612.677.7100 Minneapolis 612.677.7499 fax Minnesota 55413-1036 www.rsparch.com Consultants Project For XCEL ENERGY LINE WORKERS PROJECT 13620 FENWAY BLVD N HUGO, MN 55038 Project No. 6263.315.02 Drawn By TP Checked By - Date 02/05/2021 NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2020. All rights reserved. Sheet Issues / Revisions No. Date Description SITE PLAN 101 P:\Corporate\Xcel\Service Centers\Hugo Training Center\Tower Field Add ition\Revit\00_Models\A20_Xcel_Hugo Line Workers Project.rvt 2/5/2021 12:28:42 PM