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HomeMy WebLinkAboutPC Packet 12.17.20(T_ I Y O� CI GO AgendaEST. 1906 Hugo Planning Commission Thursday, December 17, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 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: 828 4364 5921 Meeting Link: https://us02web.zoom.us/m/3126500232 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. November 19, 2020 14111111112110 rG A-11:1VLc] 1. Victor Land Holdings, LLC — Northeast corner of 130th Street and Fenway Blvd. Preliminary plat, CUP, variance, easement vacation, and site plan applications for three, one-story buildings totaling 38,800 square feet and includes 14 office warehouse units. E. NEW BUSINESS 1. Hugo Good Neighbors Food Shelf— 15106 Francesca Avenue North: site plan application submitted by nai Architects, Inc. 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, November 19, 2020 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:03 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill. ABSENT: Tjernlund. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of October 8, 2020 Commissioner Arcand made a motion, seconded by Commissioner Mulvihill to approve minutes for the meeting of October 8, 2020. Ayes: Arcand, Derr, Fry, Kleissler, Luchsinger, Mulvihill. Abstained: Lessard. Nay: None. Motion carried. Public Hearing: Carson Schifsky — Interim Use Permit for a landscaping business at 5725 165th Street North Staff provided a background on the interim use permit request. The applicant would like approval of an interim use permit (IUP) to operate small landscaping and excavation business at the property located 5735 165th Street North. The IUP is required since the property is zoned Future Urban Service and a landscape business is not an allowed use in that zoning district. However, the property is unique in that the underlying land use in the 2040 Comprehensive Plan is guided as Industrial. The IUP would allow temporary approval of the landscaping and excavation business with the condition that when municipal sewer becomes available to the property and if the use remains, the applicant shall apply to rezone the property to an industrial zoning district and comply with all zoning regulations in the City Code. The applicant is proposing to have 10 employees, including himself, and has stated that the property would be used as a base location for the business where employees would meet, park trucks and equipment, and some material storage. The business hours are 7am to 6pm, Monday through Friday. The applicant has stated that he will be living in the house on the property. November 19, 2020 PC Minutes Page 2 Staff provided an overview of the conditions listed and the resolution and stated that the IUP shall be reviewed on a yearly basis and at the time of expiration, the applicant will be required to apply for a new permit should the use continue. It is in staff's opinion that the request is in conformance with the criteria outlined by the ordinance for the granting of the IUP. Staff recommend approval of the interin- use permit, subject to the conditions listed in the resolution and permit. Commissioner Arcand asked if the neighboring properties had been notified. Staff stated that the neighbors had been noticed and comments were provided by Rick Malinger, 5816 165th Street North, prior to the meeting. Maria Mulvihill noted her proximity to the property and stated that she will be abstaining from the vote but will be part of the discussion. Chair Kleissler invited the applicant to address the Commission. Carson Schifsky, 10922 Stonebridge Trail North, Stillwater, provided the Commissioners with a brief introduction. The proposed business is an existing family owned business and will continue to be operated as a family owned business. Schifsky is looking forward to taking over the operations with his brother and they hope to grow into the site as the business grows. Commissioner Fry asked the applicant to address the number of vehicles listed. The applicant would like to be able to have additional vehicles on site prior to the termination of the permit. The applicant stated that in the next two to three years they would like to double in size. During the busy season, the equipment will typically go from job site to job site and will not be adding a significant amount of trips back to the house. Fry asked about exterior storage and the applicant added that they would like to store as much as they can in the out buildings on site. Commissioner Mulvihill asked for clarification on the location of the driveway and what direction they would accessing the site. Additionally, when would the junk be removed and would the storage business continue to operate on site? The applicant stated that the driveway location is west of the home on site and that they would leave and enter the site from the east, closer to Highway 61. Schifsky would like to clean up the property starting when they begin operating out of the site and in unaware of the storage business and does not intend to run a storage business. Chair Kleisser opened the public hearing at 7:34pm. Joanne Benick, 12400 213th Street North, Scandia, MN, addressed the Planning Commission. Benick owns the property to the east with her husband. They are comfortable with the applicant's request and would be open to a shared access. Eventually, they would like to see a private drive when the property is established. They use one vehicle for their business. Benick asked for clarification on land use to the west of the site. Staff clarified that the property to the west is residential. Chair Kleissler closed the public hearing at 7:40 pm. November 19, 2020 PC Minutes Page 3 The Planning Commission continued to discuss the request. Generally the Commissioners agreed that there should be some flexibility on the number of vehicles. Commissioner Derr made a motion to approve the interim use permit for a landscaping business at 5725 165t" Street North subject to the conditions listed in the resolution and permit, with the additional condition to allow no more than 20 vehicles and no more than 10 employees on site at the same time. Seconded by Commissioner Luchsinger. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger. Abstained: Mulvihill. Nay: None. Motion carried. New Business: Resignation of Commissioner Tjernlund Staff announced that Commissioner Tjernlund has resigned from the Hugo Planning Commission due to scheduling conflicts. Staff will be posting for open Commission spots. New Business: Set Goal Settine Session for December 10. 2020. The Planning Commission scheduled their virtual goal setting meeting for December 17, 2020 at 5pm to be followed by a regularly scheduled meeting at 7pm. Adjournment Commissioner Fry made a motion, Commissioner Lessard seconded, to adjourn at 7:57pm. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number: DA CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Victor Land Holdings, LLC (JL Schwieters) — Eagles Landing. Preliminary Plat, Site plan, conditional use permit, variance and easement vacation for a campus development for the properties located at the northeast corner of 130th Street North and Fenway Boulevard North. DATE: December 11, 2020, for the Planning Commission Meeting of December 17, 2020 ZONING: General Industrial (I-3) 60-DAY REVIEW DEADLINE: January 8, 2021 1. DESCRIPTION OF REQUEST: The property is located at the northeast corner of 130th Street North and Fenway Boulevard North. Currently it is two parcels and will be combined with this project and totals 1.6 acres. The applicant is requesting a preliminary plat and site plan for 3 one-story office/warehouse buildings totaling 38,800 square feet. The three buildings will have a total of 14 office/warehouse units and each can accommodate a mezzanine. Some units will have an outdoor balcony out of the mezzanine area. The applicant has stated that the users will be low intensity users and possibly sold/leased to users that may want to store and work on collectable vehicles. There will be three buildings on one common lot, therefore a conditional use permit (CUP) is required to allow a campus development. The common space will be owned and maintained by a property owners association with shared drive aisles and parking spaces. The applicant is requesting a variance from the commercial and industrial construction standards to allow the building to be built with architectural metal panels, where architecturally enhanced concrete panel, architecturally enhanced masonry block, masonry with block, masonry with exterior insulation and finish system (EIFS), brick, dressed stoned or glass are required by ordinance. There are drainage and utility easements on the property that are not applicable to the project and will be vacated with this project. New drainage and utility easements will be places over the required areas such as the stormwater management facilities. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 2 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, and south are zoned General Industrial (I-3) and are occupied by industrial users. The property across Fenway Boulevard to the west are zoned Medium Density Multiple Family Residential (R-5) and are occupied by a water tower and a townhome development. B. Existing Site Characteristics The property flat and there are no wetlands on the property. 3. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a preliminary plat or 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. 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. Preliminary Plat/Site Plan The application complies with the ordinance standards as follows: Building Setbacks The I-3 zoning district requires a 30-foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Building Height The I-3 zoning district has a maximum building height of 50 feet. The building height will be approximately 25 feet. The site plan complies with the height requirements. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 3 Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The site plan complies with the coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 16 overstory deciduous trees, 16 coniferous trees, 16 ornamental trees, and 106 shrubs are required to be installed. If the trees are installed, this would meet the ordinance requirement for the entire campus development. The applicant is proposing 16 overstory deciduous trees, 16 coniferous trees, 16 ornamental trees, and 106 shrubs. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for both for the wall mounted fixtures. The applicant will be required to provide the cut -sheet for both the pole mounted and wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards required. Fencing and Screening The applicant has shown an area for a small trash enclosure. The enclosure is internal to the campus site and is proposed to be constructed with same building materials as the building. There is a black chain link fence enclosing the interior parking areas of the campus. The applicant shall show the location of the small wall mounted mechanical equipment on the site plan. The equipment shall be the same color of the building to blend in with the building. Any utilities on the building shall be painted to blend in with the building. Streets and Access The plans show two accesses into the site from Fenway Boulevard and 130I' Street. Staff is comfortable with the access points as shown. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 4 Parking According to the Section 90-253 PARKING, based on the use and the size of the buildings 77 parking stalls are required by ordinance. The applicant is proposing 78 parking stalls for the site. The applicant complies with the parking requirements in the City Code. The applicant shall submit a shared parking and share driveway easement agreements or similar documents for review and approval by staff. The documents shall be recorded against the property. Trails In the 2040 Comprehensive Plan, there is a trail shown on the north side of 1301h Street. The applicant is not required to construct the trail, however, the plans shall be revised to show the trail on the north side of 1301h Street to ensure there is enough room for the trail to be constructed. Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. There are also Commercial and Industrial Construction Standards that are in the City Code that shall be met. Both documents discuss the requirements for building materials. The ordinance states the following: "Exteriors for all buildings, principal and accessory, shall be architecturally enhanced concrete panel, architecturally enhanced masonry block, masonry with block, masonry with exterior insulation and finish system (EIFS), brick, dressed stoned or glass. Colors shall be neutral or earth tones, except, to create a decorative effect, 20 percent of the building facade (excluding window and door areas for the computation) may be decorated with glazed tile, glass, plastic or metal panels, or wood of various colors. " The purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products and to ensure that buildings are attractive and durable. The applicant is requesting a variance from the construction standards ordinance in the City Code to allow the buildings to be constructed with architectural metal panels. The applicant is showing the building being constructed with all architectural metal panels. They state that they are extremely high quality metals that are a long lasting product. Staff has the materials samples and they are a high gauge metal that is different from what you would see on a typical pole barn building. The majority of the metals is proposed to be a grey and the accent metal is proposed to be a wood grain. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 5 Although the applicant has stated that the metal will not be to the ground of the buildings and that there will be a masonry base at least 8 inches high. Staff recommends that the applicant incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings. This will protect the metal at the bottom and include materials that are encouraged and required by the City Code. If this is incorporated, staff is comfortable with the variance request. The building will be a flat roof and include overhead doors on the buildings interior to the campus site. There are windows on all sides of the buildings and glass balconies that access the mezzanine areas. The applicant has provided variation in colors further broken up by the windows. It is in staff s opinion that the buildings have architectural elements that are attractive, the building material is high quality, and the buildings will be a good addition to the area, with the condition that the base of the building include brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings. Staff has completed research on the proposed architectural metal panels and has seen that more commercial and industrial building are using this type product. Variance from Building Material Requirements Staff used these standards to review the variance request and finds that it meets the standards as follows: (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; According to the ordinance, 20% of the facade of building are allowed to be metal. Metal is an allowed material up to a certain percent. The applicant would like to use a higher percentage of metal. The proposed metal is architectural and high quality rather than the use of metal that ordinance is generally designed to prevent (i.e., tin shed/pole barn). If the applicant incorporates brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings, it is in staff s opinion that the property owner is proposing to use the property in a reasonable manner. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The proposed architectural metal panels are unique in that they are not the type of metal that is that the ordinance is generally designed to prevent (i.e., tin shed/pole barn). The Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 6 proposed material is high quality and has gradually been used more on commercial and industrial projects. The property is unique as it is located in an area that has existing metal buildings (pole barns). The applicant is proposing to use a high quality metal and the buildings are not designed to be pole barns. Because of the unique location of the site along 130th Street there is an opportunity to use innovative building materials that might not meet the strict intent of the ordinance in regards to it being metal. The proposed building material is high quality and the building design is attractive, which meet the intent of the ordinance to ensure high quality design and building materials for commercial and industrial buildings c. Character of Neighborhood. The variance, ifgranted, will not alter the essential character of the neighborhood. The property is located on the northeast corner of 130th Street and Fenway Boulevard. It is adjacent to existing metal buildings and across the street from a townhome development that that uses vinyl siding for the exterior. Allowing the use of the high quality architectural metal panels will provide a good transition between these uses and will not alter the essential character of the neighborhood. (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 purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products. The proposed architectural metal panels are high quality, the building design is attractive, and the architectural details break-up the building, meeting the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. Office/warehouse buildings are allowed in the I-3 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 within a floodplain. (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 will be served by City sewer and water. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 7 Signage The applicant is not proposing any signage at this time but. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The stormwater management requirements are proposed to be met through the use of onsite biofiltration basins and the purchase of volume reduction credits from the City. One of the proposed biofiltration basins is within the City's right of way and above an existing watermain line and will need to be moved which may modify the amount of credits required. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. Staff is also working with the applicant on the low floor elevation requirements for the project. Utilities Sewer and water services are available to the site and will be accessed from Fenway Boulevard North. Wetlands There are no wetlands on the property. The applicant has applied for a no -loss approval and it was approved. Park Dedication Park Dedication is not required for commercial and industrial developments. C. Conditional Use Permit Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant is requesting approval of a campus development to allow multiple buildings on the property. Campus developments or multiple buildings on a single lot are common in industrial and business parks. This type of development allows for the efficient use of the property by allowing shared access, parking, circulation, and stormwater management. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 8 The Planning Commission must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. Campus developments are allowed in the General Industrial (I-3) zoning district with a CUP. The use is permissible by law. (2) The proposed use is in keeping with the spirit and intent of this chapter. The proposed use is consistent with the General Industrial (I-3) zoning of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. (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 site has adequate access to Fenway Boulevard and 1301h Street and will not generate traffic that will reduce the safety of public roads. (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. The property is not located within a floodplain. (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 9 The site is not located adjacent to 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 property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within 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. A wetland replacement plan is not proposed with this project. No wetland are on the property. (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. Office/warehouse buildings are allowed in the General Industrial (I-3) zoning district. There is no need to screen the buildings. They are not proposing exterior storage with the project. D. Easement Vacation The applicant will need to vacate existing drainage and utility easements with this project. New drainage and utility easements will be placed on the property with this project. 4. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the preliminary plat, site plan, conditional use permit, variance, and easement vacation as outlined in the City Code and zoning regulations, if the appropriate conditions are met in the attached resolutions and conditional use permit. 5. RECOMMENDATION: Staff recommends approval of the preliminary plat, site plan, conditional use permit, variance, and easement vacation applications for Victor Land Holdings, LLC, for the property located at the northeast corner of 1301h Street North and Fenway Boulevard North, subject to the conditions listed in the attached resolutions and conditional use permit. Victor Land Holdings, LLC, Pre Plat, Site Plan, CUP, Variance, and Easement Vacation Page 10 ATTACHMENTS: 1. Location Map 2. Resolutions a. Preliminary Plat/Site Plan b. CUP c. Variance 3. Easement Vacation Notice 4. Proposed CUP 5. Engineers Memo dated December 10, 2020 6. Applicants Narratives a. Overall Narrative b. Variance Narratives 7. Site Plan and Architectural Plans 8. Building 3-D Rendering 9. Landscape Plan 10. Civil Plans 11. Examples of Architectural Metal Panels on Buildings .... . ... . .... "71 Ar 0 f A 0 ir 4o 13�0th Street 7i RESOLUTION 2020- APPROVING A PRELIMINARY PLAT AND SITE PLAN FOR VICTOR LAND HOLDINGS, LLC, FOR THREE OFFICE/WAREOUSE BUILDINGS ON THE PROPERTY LOCATED AT THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a preliminary plat and site plan for three office/warehouse buildings totaling approximately 38,000 square feet on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said preliminary plat and site plan on September 21, 2020, 2020, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the preliminary plat and site plan for Victor Land Holdings, LLC, for three office/warehouse buildings totaling approximately 38,000 square feet, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated December 10, 2020, shall be addressed. 2. The preliminary plat will create 14 office/warehouse units/lots and one common lot. 3. No exterior storage shall be located on the property. 4. The applicant shall meet all conditions listed in the conditional use permits for the campus development. 5. Prior to the installation of any signs, the applicant shall obtain a sign permit. 6. The landscaping shall be irrigated to ensure establishment. Prior to the commencement of grading: 7. The applicant shall revise all engineering plans per the City Engineers memo dated December 10, 2020. 8. The civil plans and stormwater permit shall be reviewed and approved by the City Engineer. Prior to the issuance of a building permit: Resolution 2020- Page 2 9. If roof mounted mechanical equipment is proposed to be use, the applicant will be required to raise the parapet was to screen the equipment. 10. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. 11. The applicant shall revise the architectural plans to incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings to be reviewed and approved by staff. 12. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 13. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 14. The fence shall be black chain link fencing. Prior to issuance of a Certificate of Occupancy: 15. The applicant shall submit a shared parking and share driveway easement agreements or similar documents for review and approval by staff. The documents shall be recorded against the property. 16. A property owners association shall be created to own and maintain the common spaces. The documents shall be reviewed and approved by staff and shall be recorded against the property. 17. The applicant shall restore any part of the Fenway Boulevard North that is damaged during utility construction. 18. The building mounted mechanical equipment shall be the same color of the building to blend in with the building. Any utilities on the building shall be painted to blend in with the building. 19. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 20. All required landscaping shall be fully installed. 21. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and utility extensions. Resolution 2020- Page 3 22. A maintenance agreement for the stormwater management facilities between the City and the applicant shall be reviewed and approved by the City then recorded against the property. ADOPTED by the City Council this 4th day of January, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A CONDITIONAL USE PERMIT FOR VICTOR LAND HOLDINGS, LLC, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTIES LOCATED ON THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a conditional use permit to allow a campus development on the properties located the northeast corner of 1301h Street North and Fenway Boulevard North, and legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 24, 2020, 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 for Victor Land Holdings, LLC, to allow a campus development the properties located the northeast corner of 1301h Street North and Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. Campus developments are allowed in the General Industrial (I-3) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the General Industrial (I-3) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to 130th Street North and Fenway Boulevard North and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. Resolution 2020- Page 2 10. The property is not located within the shoreland overlay district. 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. Office/warehouse buildings are allowed in the General Industrial (I-3) zoning district. There is no need to screen the buildings. They are not proposing exterior storage with the project. ADOPTED by the City Council this 4th day of January, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A VARIANCE FOR VICTOR LAND HOLDINGS, LLC FOR THREE OFFICE/WAREHOUSE BUILDINGS ON THE PROPERTY LOCATED NORTHEAST OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, has requested approval of a variance to allow a higher percentage of metal on a the building than required by ordinance, on the property legally described as; See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called a public hearing on September 24, 2020, and recommends approval subject to the findings listed in this resolution. 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 for Victor Land Holdings, LLC, to allow a higher percentage of metal on a the building than required by ordinance with the following findings: 1. The applicant shall revise the architectural plans to incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings to be reviewed and approved by staff. 2. The proposed variance is permissible by law. 3. According to the ordinance, 20% of the fagade of building are allowed to be metal. Metal is an allowed material up to a certain percent. The applicant would like to use a higher percentage of metal. The proposed metal is architectural and high quality rather than the use of metal that ordinance is generally designed to prevent (i.e., tin shed/pole barn). If the applicant incorporates brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings, it is in staff's opinion that the property owner is proposing to use the property in a reasonable manner. 4. The proposed architectural metal panels are unique in that they are not the type of metal that is that the ordinance is generally designed to prevent (i.e., tin shed/pole barn). The proposed material is high quality and has gradually been used more on commercial and industrial projects. The property is unique as it is located in an area that has existing metal buildings (pole barns). The applicant is proposing to use a high quality metal and the buildings are not designed to be pole barns. 5. Because of the unique location of the site along 130th Street there is an opportunity to use innovative building materials that might not meet the strict Resolution 2020- Page 2 intent of the ordinance in regards to it being metal. The proposed building material is high quality and the building design is attractive, which meet the intent of the ordinance to ensure high quality design and building materials for commercial and industrial buildings 6. The property is located on the northeast corner of 1301h Street and Fenway Boulevard. It is adjacent to existing metal buildings and across the street from a townhome development that that uses vinyl siding for the exterior. Allowing the use of the high quality architectural metal panels will provide a good transition between these uses and will not alter the essential character of the neighborhood. 7. The purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products. The proposed architectural metal panels are high quality, the building design is attractive, and the architectural details break-up the building, meeting the spirit and intent of the ordinance. 9. Office/warehouse buildings are allowed in the I-3 zoning district. 10. The property is not within a floodplain. 11. The property will be served by City sewer and water. ADOPTED by the City Council this 0 day of January, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT ON PROPERTIES LOCATED AT THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 4th day of December 2021, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: See Attached Exhibit A Dated this 5h day of September, 2020. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator 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 BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: January 4, 2021 OWNER: Victor Land Holdings, LLC 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: LEGAL DESCRIPTION: See Attached Exhibit A ZONING DISTRICT: General Industrial (I-3) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A campus development to allow multiple buildings on one parcel. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated September 17, 2020. 2. The development shall comply with the site plan submitted on , and approved by the City Council on October 5, 2020, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, 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: , 2019. Victor Land Holdings, LLC STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared of Victor Land Holdings, LLC 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 0 0 Z w 00 CO LO 00 00 N LO 0 CD W D CO W W rn m W 00 wsb December 10, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Eagles Landing Development — CIC Plat WSB Project No. 016314-000 Dear Ms. Juba: We have reviewed the submittal for the Eagles Landing site located east of Fenway Boulevard and north of 130th Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sets revised 11/3/20 by Plowe Engineering, Inc. • Drainage Report revised 11/3/20 by Plowe Engineering, Inc. • CIC (North and South) by E.G. Rud & Sons, Inc. • Landscape Plans revised 11/6/20 by DreamScapes Landscape and Design, Inc. • Architectural Plan Updates dated 6/1/2020 by 292 Design Group The applicant has just turned in minor modifications to the plans. These modifications have not yet been reviewed. 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 two accesses. The first is on Fenway Boulevard approximately 200' north of 13O1" Street while the second is on 13O1" Street approximately 160' east from Fenway Boulevard. Proposed access locations are acceptable. 2. Water service to the site will be achieved by connecting to an existing 8" watermain stub near the northwest corner of the property. An 8" service will be extended southeast into the site with two hydrants. 3. Sanitary sewer service is available to the site from an existing 6" sanitary sewer service near the northwest corner of the property. 4. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. 5. An MPCA NPDES permit wil be required based on the greater than 1 acre of disturbed area. Stormwater Management 6. The stormwater water quality and rate control requirements are proposed to be met through the use of an onsite biofiltration basin and stormwater pond. The applicant is showing the site decreases discharge rates for all storm events however the site is unable to meet the City's 100-year rate control limitation of 0.1 cubic feet per second per acre of drainage due to site S:\Users\R_Juba\DEVELOPMENT PROJECTS\Bald Eagle Industrial Park\Eagles Landing\Preliminary Plat and Final Plat\Redline Comments and Engineer Memo\016314-000 LTR RJuba- Eagles Landing Site Plan 121020.docx Ms. Rachel Juba December 10, 2020 Page 2 constraints. The applicant is proposing a discharge rate of approximately 0.5 cubic feet per second per acre where the existing rate is 6.1 cubic feet per second. The site outlets through an existing culvert to a private ditch which leads to a large wetland complex. Because of this and because the proposed discharge rate is less than existing, the proposed discharge rate is not anticipated to have a negative impact downstream. Rice Creek Watershed District requirements are being met. Due to site constraints, the structures onsite are unable to meet the three-foot freeboard requirement with respect to stormwater pond and biofiltration basin. The City ordinances do allow for freeboard standard be lowered to a minimum of two feet with some additional requirements. The applicant still needs to submit documentation that the additional requirements are met however it is believed that this should not be an issue. The currently proposed freeboard separation is approximately 2.5 feet, which meets Rice Creek Watershed District's requirements. Additional stormwater plan and model comments have been provided to the applicant and will need to be addressed in future submittals for documentation and permitting purposes. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. 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) 292DesignGroup minneapolis December 14, 2020 (Amended) Rachel Juba Planner - City of Hugo 14669 Fitzgerald Ave N. Hugo, MN 55038 Re: VLH Eagles Landing Development Site Plan Review Application Dear Ms. Juba, This letter is to respond to your comments regarding the Site Plan Review submittal. The proposed development consists of 3 one story buildings totaling 40,400 square feet. The 3 building complex includes 14 rental/lease or for sale units. Building A consist of 5 rental units of 2,400 sf each. Building B consist of 4 units of 4,900 sf each including mezzanines. Building C includes 5 units of 2,400sf each including mezzanines. Each rental unit will have a main entry and an overhead door located adjacent or to the rear of the unit. The three buildings form a complex with an interior courtyard containing much of the parking and all the service area. The development contains 78 vehicle parking spaces (See the attached Parking Calculation). The interior courtyard will be fenced with security gates at the entry. The buildings are clad in high quality architectural metal panels (AMP). The entries and window area accented with an extruded aluminum panel with a wood grain appearance. The buildings will be constructed with innovative technology of pre -fabricated wood components assembled on site. This wood grain material provides an attractive appearance and reflects the wood construction of the buildings. The building's exterior material samples have been submitted for your review. 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis Please let us know if we are missing any information for this submittal. We look forward to discussing the project with you, the planning commission, and the city council. Sincerely, 292DesignGroup rlll ,7F Mark Wentzell, AIA Partner, President 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis December 14, 2020 Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Ave, N, Hugo, MN 55038 RE: Variance Request Eagles Landing Development We are requesting the substitution of Architectural Metal Panels in lieu of the listed acceptable exterior materials. 1. No response. See others. 2. a. Architectural Metal Panels (AMP) are a high quality exterior cladding material that is widely used for a variety of architectural projects including, housing, office, retail, sports, cultural and civic buildings. The use Architectural Metal Panels is common in suburban communities within the Twin Cities area as well as Minneapolis and St. Paul, and throughout the country. AMP have been in use for a long time, and are becoming a standard exterior building product throughout the construction industry. Architectural Metal Panels provide project developers a more sustainable and energy efficient exterior material than the listed permissible materials such as pre -cast concrete or masonry. They also provide for a greater variety of exterior appearance and application. b. The Eagles Landing Development is being constructed using the construction methods utilized by the JL Schwieters Company. Engineered wood framing is a more energy efficient and sustainable construction method than typical methods - eliminating high CO2 emitting concrete/cement materials. AMP are a common accepted exterior material, denying the use of AMP for this project would be an undue burden on the project compared to construction in adjacent communities where these materials are widely accepted. c. The proposed use of Architectural Metal Panels provide a pleasing transitional material to the surrounding mixed use neighborhood. The panels provide a light, less heavy appearance. The wood grain panels particularly make a graceful transition to the nearby housing developments. The AMP also provide greater flexibility in placing openings and material variety, than the more restrictive pre -cast or masonry materials - allowing the project to have a more diverse and accessible exterior design. 3. We understand many communities have fought the scourge of low quality "pole barn" type corrugated metal panels and have written ordinances prohibit their use. The AMP proposed for Eagles Landings bare little resemblance to those materials. These are a much higher grade product with thicker gauge material, better finish coatings and finer detailed fabrication. AMPS are far superior to the permitted painted pre -cast wall panels used on adjacent buildings. These will be an enhancement to the project. 4. NA 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis 5. NA 6. NA Sincerely, 292DesignGroup 44 , W' Mark Wentzell, AIA Partner, President 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, COMMON INTEREST COMMUNITY NUMBER A CONDOMINIUM 1 SURVEYOR'S CERTIFICATE I I, Jason E. Rud, do hereby certify that the work was undertaken by or reviewed and approved by me for this EAGLES LANDING COMMON INTEREST COMMUNITY NUMBER A CONDOMINIUM, EAGLES LANDING NORTH, CIC PLAT, being located upon: _ That part of Lot 3, Block 2, BALD EAGLE INDUSTRIAL PARK, Washington County, Minnesota, described as follows: CIC PLAT Commencing at the Northeast corner of said Lot 3, thence North 78 degrees 08 minutes 43 seconds West, I assumed bearing, along the North line of said Lot 3 a distance of 127.00 feet to the West line of the East 127 VICINITY MAP feet of said Lot 3 to the point of beginning; thence South 11 degrees 51 minutes 17 seconds West along said West (NOT TO SCALE) I line of the East 127 feet a distance of 280.74 feet; thence North 78 degrees 08 minutes 53 seconds West 248.00 SOUTH HALF OF SECTION 30, TOWNSHIP 31, RANGE 21 feet to the West line of said Lot 3; thence North 11 degrees 51 minutes 17 seconds East along said West line of - I Lot 3 a distance of 280.76 feet to the Northwest corner of said Lot 3; thence South 78 degrees 08 minutes 43 - seconds East along said North line of Lot 3 a distance of 248.00 feet to the point of beginning. I and A' FENWAY BLVD CIR N I That part of Lot 3, Block 2, Bald Eagle Industrial Park, Washington County, Minnesota, described as follows: �e`�y �`� 34 TN I Commencing at the Northeast corner of said Lot 3; thence North 78 degrees 08 minutes 43 seconds West, 1 ' I assumed bearing, along the North line of said Lot 3 a distance of 127.00 feet to the West line of the East 127.00 O Li J' feet of said Lot 3; thence South 11 degrees 51 minutes 17 seconds West along said West line of the East 127.00 r\\' 132ND WAY NS- feet a distance of 280.74 feet to the point of beginning; thence North 78 degrees 08 minutes 53 seconds West _ 248.00 feet to the West line of said Lot 3; thence South 11 degrees 08 minutes 53 seconds West along said west line of Lot 3 a distance of 232.14 feet to the South line of the Southeast Quarter of Section 30, Township 31, ND TN - Range 21, Washington County, Minnesota; thence South 89 degrees 00 minutes 18 seconds East along said South z ' line of Section 30 a distance of 252.52 feet to said West line of the East 127.00 feet of Lot 3; thence North 11 degrees 51 minutes 17 seconds East along said West line of the East 127.00 feet a distance of 184.58 feet to the o EUROpgTRL _ L1JLL ' point of beginning. WAYN J and that this CIC Plat fully and accurately depicts all information required by Minnesota Statutes, Section 515B.2-110(c). - 130THs� L iJ 1 L-1-JI , ' Dated this day of 20 -- ' Jason E. Rud, Licensed Land Surveyor Minnesota License No. 41578 - State of Minnesota - - \ -1- County of - -i L-L The foregoing Surveyor's Certificate was acknowledged before me on this day of 20 �1 / by Jason E. Rud, Licensed Land Surveyor. ` I . I !-1 -J (signature) 1= (printed name) L_ J �1J Notary Public, County, Minnesota -\ My Commission Expires ENGINEER'S CERTIFICATE I, Charles W. Plowe, pursuant to Minnesota Statutes, Section 51513.2-101(c), do hereby certify that all structural components I and mechanical systems serving more than one unit in all the buildings containing the units thereby created are substantially completed, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. I - I�, , o 1J Dated this day of , 20 I Charles W. Plowe, Licensed Engineer ' Minnesota License No. 18227 State of Minnesota County of C-- I The foregoing Engineer's Certificate was acknowledged before me on this day of 20 v% by Charles W. Plowe, a Licensed Professional Engineer. -5 -- I (signature) -- (printed name) Notary Public, County, Minnesota m My Commission Expires L i J I Pursuant to Minnesota Statutes, Chapter 389.09, Subd.2, this CIC plat has been reviewed and is approved this day of 20 I M NORTH N By By I Washington County Surveyor I 60 Pursuant to Minnesota Statutes, Section 515B. 1-116 and Section 272.12, taxes payable in the year 20 on the I 6s real estate hereinbefore described, have been paid; there are no delinquent taxes, and transfer has been entered I on this day of , 20 By Washington County Auditor/Treasurer 1 INCH = 30 FEET 30 0 15 30 60 SCALE IN FEET Professional Land Surveyors By Deputy 120 For the purposes of this plat the northwesterly line of Lot 3, Block 2, BALD EAGLE INDUSTRIAL PARK, Washington County, Minnesota is assumed to have a bearing of North 78 degrees 08 minnutes 43 seconds West. • Denotes 1 /2 inch iron pipe monument found marked R.L.S.# 41578 unless otherwise noted C.E. Denotes Common Element L.C.E. Denotes Limited Common Element I I I GliV11JCU U0 VVIiUI I Ic1I l I A U I I IL✓ I VI I r \ I Q a J I this day of 20 L Q !66 L r-I- o Washington County Recorder CO O r\ LINE ! 111 ND BLOC 2 BALD LOT LOT 3 USTRIgL EAGLE- \ PARK 60 / \ s� 08'43 "�r�p 10 , \\ s�Q� - _ _ _ _ _ 2q[B.OQ DRAINAGE 9�OC cc�, sINFILTRATION gAS _ _ _ - / 'N�S37ENT pERDDOTILITY 9�,�yC`�. CE IN 04583 C. I \\ _ 1/2 INCH \\ LO IRON PIPE \ W r,, z II 50.0 '___ IV78o0g'33°W 7400\\�-� 0 / - s2 \�\ oy��1 15 N78o 7.031 Of Q O I UNIT 14.0 63 yoG i� �� _- \\ 1 �b 6� '/ 1 0g 4 W w z I 140 0 o CO I\ \ \ I 14.0 50.0 7.0 0 1 I 7.0 UNIT 2,10 / I N / O 7.17I J I UNIT 130 1 o I zw I N QWo 7.0 O o ' � -. 7.o UNIT 230 C9 00 z 1 oW N I O 0 �Uj rev w UNIT 1200 o N af >.o O Z O Y o I M I O c� o I_ N I 1_ a ^ m O I ^ 7.0 U N O 0 / 0- ` O _ 7..0 p o ✓- N I ~ I I.xu z 7.0 N w UNIT 220 0 o I IZ N p >. 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NO. 3999673-\ s ri I I M M I M 1 M n\I 1 ll r1 r I 1 1 h! - I H1 I♦ �/ I I I �/ I I \ L- L_ I I V im/ I \ I I I S89000'18 "E 252.52 --SOUTH LINE OF THE SE 1/4 OF SEC.30, T31, R21 N - - - - - - - - - - - - - - - - - - - - - _ 1 M M I M I M I EAGLES LANDING SITE PLAN REVIEW FENWAY AVE N. & 130TH ST N., HUGO, MN VICTOR LAND HOLDINGS, LLC 13925 FENWAY BLVD. NORTH HUGO, MN 55038-9265 CONTACT: BRENDA KUNKEL, (651) 762-1110 292DesignGroup 3533 EAST LAKE STREET, M I N N EAPO L I S, MN 55406 CONTACT: MARK WENTZELL, (612) 767-3773 CIVIL ENGINEER: PLOWE ENGINEERING, INC. 6776 LAKE DRIVE, SUITE 1105 LINO LAKES, MN 55014 CONTACT: CHUCK PLOW E, (651) 361-8210 ELECTRICAL ENGINEER: PAULSON & CLARK ENGINEERING 2352 COUNTY ROAD J EAST, WHITE BEAR LAKE, MN 55110 CONTACT: AN DY TRIPP, (651) 287-7511 LANDSCAPE ARCHITECT: DREAMSCAPES LANDSCAPING & DESIGN 7087 20TH AVE S, CENTERVILLE, MN 55038 CONTACT: J I M KALKES (651) 415-1000 STRUCTURAL ENGINEER: MEYER BORGMAN JOHNSON 510 MARQUETTE AVE S, SUITE 900, MINNEAPOLIS, MN 55402 CONTACT: MURPHY CURRAN, (612) 604-3623 N11051'17"E 465.32' .................................. ................... ......... ............... ............. ....... ........... .................................. ......... 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LLLL .............. ................ 18'-4" 8 oM 20 0�` MIN FRONT YARD PlIcy- -8'-0" HIGH 00 [7 LO BLACK VINN L 9 CHAIN -LINK CD UTILITY EA 7FENCE; TYF. t �3. 2 7 7 T1-1 T-1-1 TIV7 I I I I I I I rz 1�111111111 CONCRETE APRON; LI-1 Lu Lu L SEE CIVIL 0 OP O� Lu co BUILDING'B' CA6 co 0 ...... 12,000 GSF .... co 4 TENANT I I ta cl) 9-- Cob 8'-0" HIGH BLACK VINYL CHAIN -LINK FENCE; TYP. -1 SEE CIVIL (COMM # 2020-0311) IC--i ju ZONED 1-3 CONCRETE APRON; TOTAL PARCEL AREA: 9 CURB DRAIN; SEE CIVIL SEE CIVIL SEE CIVIL FOR PARKING 69626 SF ,.. LAYOUT, HARDCOVER CALCS, 1.60 ACRES A' GRADES, AND DRAINAGE � (COMM # 2020-0312) OP ZONED 1-3 rn TOTAL PARCEL AREA: II 51,627 S.F., 1.19 ACRES (AREA WITHIN R/W IS 8,333 SF, 0.19 ACRES) 7 CONCRETE APRON; 77r7 LL 1� Lj11 4.a _ SEE CIVIL zz Al 00 BUILDING 'A' LO FUTURE L I L I L I L I CD TRAIL BY 10,000 GSF OTHERS 5TENANTS —8'-0" HIGH BLACK VINYL 9 CHAIN -LINK FENCE WITH SLIDING GATE; TYP.; SEE CIVIL 24-0" A MIN. SIDE YARD SETBAdK CD 1�10 16 24'-0" 1 49'-8 3/4" 24'-8 3/4" .11 — — — — — — — — — — --- — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 40'-1 3/8" 39'-9" 39'-9" 39'-9" 40'-13/8" 68'-3 1/4" 75'-0" 1 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — < w200'-0" Lu U) 9 04 0 < B 10 F I LTR,,!',, `J LuN LOCATION FOR A.a SEE CIVIL D�a a Fa EFUTURE SITE 0* z SIGNAGE- SEE 0 ELEC. o 00 33.60' — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --- N11051'17"E 512.90' 7-9 F BUILDING'C' U-1 10,000 GSF 5 TENANTS_ 7 -1 F E N WA Y B L V D ARCHITECTURAL SITE PLAN - PRESENTATION 1/16" = l'-O" EAGLES LANDING BID DOCUMENTS ARCHITECTURAL SITE PLAN A01 12/9/2020 I esic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 A B.a (C.a 3 A03.1 (D.a E.a F.a 4.a c it u MEZZANINE - BLDG 'A' 1 /8" = 1'-0" 4.a 0 0 co M O M co ,wnnv_n-, A03.1 WALL MOUNTED CONDENSER UNIT, 3 TENTATIVE UTILITY METER TYP. @ EA. UNIT AT ALL BLDGS LOCATION, TYP @ EA. UNIT A.a B.a (C.a A03.1 (D.a (Ea �Fa 200'-0" 14'-1" 3'-4" T-4" 12'-0" R.O. 3'-4 3/8" 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 3'-4 3/8" 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 3'-4 3/8" 13'-8 5/8" 3'-4" T-4" 12'-0" R.O. 3'-4 3/8" 13'-8 5/8" 3'-4" 23'-0 3/4" R.O. Al-100B R.O. A2-100B R.O. A3-100B R.O. A4-100B R.O. I - - - I F-11� r - - - F --- 1 F,,� r---� F-"� r - - -� 2.a 1 03. co 1.a jFIRST FLOOR - BLDG 'A' 1/8" = 1'-0" EAGLES LANDING BID DOCUMENTS FLOOR PLANS - BLDG 'A' A02.1 12/9/2020 I I Al -�OO I I A2-LOO A I I A3-100A I I A4-100A I I A5-100A 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 I I I I I ® I I I I I I I I I I I L— — — — — — — — - I I I I I I L — — — — — — — — - I I I I I I L — — — — — — — — - I I I I I I L — — — — — — — — - I I I I I I L J I ---� UNIT I ---� UNIT I ___ 4 UNIT I ___-4 UNIT I ___� UNIT --- 'Al 'A2' III _-- 'A3' III --- 'A4' III --- 'A5' — — — � A0 1-10 --- A200 -1 — —4 — — A3-100 A4-100 _ A5-100 I I I I I I I I I I I I I I I I — — — — — — I I[ Al-101 A2-101 A3-101 A4-101 TOLE TOILE TOILE O TOLE jC4�m!r A1- 1 A2-101 1 A 01 10 1 0 TILITY qIIIITILITY TILITY UTA4I-LITY PuTILITY RISER SA-P10K Al-102 A2-102 A3-102 A A5-1 Al-102 A2-102 IL A3-102 A4-102 A5-102 J _ _ _ _ _ _ _ _ _ _ _ _ _ J BALCONY ABOVE, TYP. @ EA. UNIT J _ _ _ _ _ _ _ _ _ _ _ _ _ J J _ _ _ _ _ _ _ _ _ _ _ _ _ J J--------- - - - - Ji i J _ _ _ _ _ _ _ _ _ _ _ _ _ J 8'-7 3/4" I 2 A03.1 2 A03.1 00 O ' M ih — - 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 3.b 4.b EAGLES LANDING BID DOCUMENTS FIRST FLOOR PLAN - BLDG 'B' A02.2 12/9/2020 A.b B.b C.b D.b E.b FIRST FLOOR - BLDG 'B' 1 /8" = 1'-0" PREFAB. ALUM CANOPY ABOVE PREFAB. ALUM CANOPY ABOVE 3 34'-0 5/8" 12'-0" R.O. A03.2 12'-0" R.O. 34'-0 5/8" 1 A03.2 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 A.b B.b C.b 4 A03.2 1.b 3.b 4.b MEZZANINE - BLDG 'B' 1 /8" = 1'-0" EAGLES LANDING BID DOCUMENTS MEZZANINE FLOOR PLAN - BLDG 'B' A02.3 12/9/2020 I V V I 1 ULLVVV �_� 1\ V V I I U L L V V V A03.2 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 A.c B.c C.c 4 D.c E.c F.c 1( A03.3 PREFAB ALUM. BALCONY; TYP. @ EA. UNIT 200'-0" 4.c — M in CM Cp 4) 3.c 0 — o 1 V.3 O o CM o O fM M Ln 1.c - MEZZANINE - BLDG 'C' 1 /8" = 1'-0" 4.c 1.c EAGLES LANDING BID DOCUMENTS FLOOR PLANS - BLDG 1cl A02.4 12/9/2020 40'-1 3/8" 39'-9" 39'-9" 39'-9" 40'-1 3/8" 8'-2 3/8" 11'-8" R.O. 4'-5" 6'-0" T-10" 11'-8" R.O. 4'-5" 6'-0" 7'-10" 11'-8" R.O. 4'-5" 6'-0" 7'-10" 11'-8" R.O. 4'-5" 6'-0" 7'-10" 11'-8" R.O. 4'-5" 6'-0" SPK RISER I I I C-100 I MEZZANINE MEZZANINE MEZZANINE MEZZANINE c1-2oo cz-zoo c3-zoo XX ca-zoo M EZZAN IN E 11 --- TENANT'C --- ,'TENANT'C3' --- --- TENANT' ' --- TENANT'C1' -- OPEN TO BELO --- OPEN TO BELOW --- TENANT'C4' ' --- OPEN TO BELO OPEN TO BELOW � � OPEN TO�BELOW � --- --- --- --- --- F- I I I I I I I F- I I I I I I I F I I I I I I I I F- I I I I I I I F- I I I I I I I I I I I 14'-1" 5'-6" I I I I I I 13'-8 5/8" 5'-6" I I I I I I 13'-8 5/8" 5'-6" I I I I I I 13'-8 5/8" 5'-6" I I I I I I I I 13'-8 5/8" 5'-6' R.O. I I R.O. I I R.O. I I R.O. I I R.O. I I 40'-1 3/8" ------------- 39'-9" ------------- 200'-0" 39'-9" ------------- BALCONY ABOVE, TYP. @ EA. UNIT 39'-9" 40'-1 3/8" --------------- 8'-7 3/4" UTILI Y UTILI Y UTIL TY UTIL Y UTILI C1-102 C2-102 C3-10 C4-102 C5102 SPK RISER C-100 TO T TO T T ET TOOT TOI ET C1- 1 C2-101 C3-10 C4-1 C5 1 --- --- ---, , TENANT -__ TENANT -_-i TENANT -=-i 'C4' TENANT ---- TENANT ,C2' 'C3, ca-1oo ==- 'C5' 'C1' — _ — _ _ _ C3-100 — — C1-100 --- 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 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 24'-9" 12'-0" R.O. 24'-4 5/8" 12'-0" R.O. 24'-4 5/8" 12'-0" R.O. 24'-4 5/8" 12'-0" R.O. I I FIRST FLOOR - BLDG 'C' 1/8" = 1'-0" 3 WALL MOUNTED CONDENSER UNIT, A03.3 TYP. @ EA. UNIT AT ALL BLDGS TENTATIVE UTILITY METER LOCATION, TYP. 2 A03.3 O O 'D p Lo ly- ItIM �J'2 A03.3 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 4.a ARCHITECTURAL METAL PANEL, TYP. 2.a 1.a PAINTED ALUMINUM STOREFRONT, TYP. WOOD -TEXTURED ARCHITECTURAL METAL PANEL, TYP. NORTH ELEVATION - BLDG 'A' 1 /8" = 1'-0" F.a E.a T.O. PARAPET 126' - 0" RUSS BEARING (SEE STRUCT 120' - 0" _MEZZANINE 111, - 0" FIRST FLOOR 100, - 0" STUCCOI DOOR & FRAME; PAINTED SOUTH ELEVATION - BLDG 'A' 1 /8" = 1'-0" C.a ARCHITECTURAL METAL PANEL, TYP. .O. PARAPET 126' - 0" SS BEARING ;EE STRUCT 120' - 0" MEZZANINE 111, - 0" 'IRST FLOOR 100, - 0" B.a ..a EAST ELEVA I - 1 /8" = 1'-0" A.a (C.a A[_-rC( TI I[ --)AI rlACTAI B CAI 111111\A// CCCCIAI �ACTAI MAIM-r= (D.a Ate! LJITC( TI I.A. �ACTAI E a r7)AIAITCfI F.a WEST ELEVATION - BLDG 'A' 1/8" = 1'-0" EAGLES LANDING BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG'A' A03.1 12/9/2020 AINUMI I LzU I UKAL IVIt I AL KAINVVA I tK UU I Lt 1, 1 YN (all PANEL, TYP. EA. UNIT AT BLDGS'A' &'C' _ T.O. PARAPET 126'-0" TRUSS BEARING (SEE STRUCT 120' - 0" M EZZAN I N E AL 111, - 0" FIRST FLOOR _ 100' - 0" T.O. PARAPET L 126' - 0" USS BEARING SEE STRUCT 120' - 0" MEZZANINE 111, - 0" FIRST FLOOR 100, - 0" 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 4.b 3.b ARCHITECTURAL METAL PAINTED ALUMINUM PANEL, TYP. STOREFRONT, TYP. mm i ARCHITECTURAL METAL PANEL, TYP. EAST ELEVATION - BLDG 'B' 1/8" = 1'-0" 1.b T.O. PARAPET Au 126' - 0" TRUSS BEARING SEE STRUCT 120' - 0" MEZZANINE. - 0" FIRST FLOOR AIL 100' - 0" 1.b ARCHITECTURAL METAL PANEL, TYP. 3.b PAINTED ALUMINUM STOREFRONT, TYP. STUCCO ARCHITEi PANEL, T' 4.b I TO PARAPET TRUS o a I } I 0 FIR WEST ELEVATION - BLDG 'B' 1/8" = 1'-0" WOOD -TEXTURED ARCHITECTURAL METAL PANEL, TYP. I STUCCO r RCrr-u RI V/'1 I Lu /'1LulvlllVulvl CANOPY A.b ARCHITECTURAL METAL PANEL, TYP. u/1LIV t vv rf\LF!!N! rICU METAL TRIM & GLASS RAILING B.b (C.b PAINTED ARCHITECTURAL METALPAINTED ALUMINUM PANEL, TYP. STOREFRONT, TYP. D.b (E.I ALUMINUM STOREFRONT, TYP. o N — — — N i d N-} H O ' o co � Lu o Z� STUCCO n SOUTH ELEVATION - BLDG 'B' 1/8" = 1'-0" WOOD -TEXTURED ARCHITECTURAL METAL PANEL, TYP. E.b (D.)b C.b B.b A.b Y nnnuiTrnri inns "ArTAl Y nni"irrn rl�irnurnn 4 NORTH ELEVATION - BLDG 'B' 1/8" = 1'-0" EAGLES LANDING BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG 'B' & TRASH ENCLOSURE A03.2 12/9/2020 T.O. PARAPET 126' - 0" TRUSS BEARING (SEE STRUCT 120'-0" MEZZANINE 111, - 0" FIRST FLOOR AL 100' - 0" PARAPET 126__-0" S BEARING E STRUCT 120' - 0" IEZZANINE 111, - 0" :ST FLOOR 100' - 0" kL DOOR & FK�Mt; FAIN I ED 126' S BEARING E STRUCT 120' - 0" EZZANINE 111, - 0" ST FLOOR 100' - 0" EAST ELEV @ TRASH ENCLOSURE 1/4" = 1'-0" ARCHITEr'T"oni "A=rAl PANEL, T CONC. FI PAINTED STUCCO n NORTH ELEV. @TRASH ENCLOSURE 1 /4" = 1'-0" CONC. FILLE BOLLARD; P WEST ELEV. @ TRASH ENCLOSURE 1 /4" = V-0" ARCHITECTURAL "^rTni PANEL, TYP. CONC. FILLED BOLLARD; PAINTED n SOUTH ELEV. @ TRASH ENCLOSURE 1 /4" = 1'-0" LOOR )0'-0" FLOOR 100, - 0" i-n"AnnciTE: WOOD _E GATE - METAL EL, TYP. .ST FLOOR 100' - 0" STUCCO FIRST FLOOR 100' - 0" 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 4.c 3.c 1.c 1.c 3.c 4.c ARCHITECTURAL METAL PAINTED ARCHITECTURAL METAL PAINTED PANEL, TYP. ALUMINUM PANEL, TYP. ALUMINUM STOREFRONT, TYP. STOREFRONT, TYP. TO PARAPET TO PARAPET WOOD-TEXTU RE[ ARCHITECTURAL PANEL, TYP. ��- MEM -� FEW III I_ _ �E"E'E"� � I I o) NORTH ELEVATION - BLDG 'C' 1 /8" = 1'-0" rM l,9l1IKK•1 B.c 126' - 0" USS BEARING (SEE STRUCT 120' - 0" MEZZANINE AL 111' - 0" FIRST FLOOR 100' - 0" o a WAK Imimiiiiiii •� iml WOOD -TEXTURED ARCHITECTURAL METAL PANEL, TYP. n SOUTH ELEVATION - BLDG 'C' 1 /8" = 1'-0" C.c STUCCO D.c 126' - 0" ■ TRUSS BEARING (SEE STRUCT 120' - 0" MEZZANINE 111' - 0" FIRST FLOOR OIL 100, - 0" HOLLOW METAL DOOR & FRAME; PAINTED E.c a I I ME ml mi • ME ME ME ME ME ME 1 -=ME I-- _- �_ _- -- Mm ME -_ __ ME __ MAE EIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN ARCHITECTURAL METAL PANEL, TYP. WEST ELEVATION - BLDG 'C' 1/8" = 1'-0" WALL MOUNTED A/C CONDENSING UNIT, TYP @ EA. UNIT L STUCCO PAINTED ALUMINUM STOREFRONT, TYP. F.c A—IIITrl i—Al RA —AI E.0 nAIl.ITrn D.0 nAl /1I1\/\AI/nnrrllllnllrn �� AM-11Trl� 1I 1 I1Ar B.0 nAIKI— A.c ARCHITECTURAL METAL PANEL, TYP. V EAST ELEVATION - BLDG 'C' EAGLES LANDING BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG'C' A03.3 12/9/2020 RAINWATER OUTLET, TYP @ EA. UNIT AT BLDGS'A' &'C' F.O. PARAPET 126' - 0" JSS BEARING SEE STRUCT 120' - 0" MEZZANINE 111' - 0" FIRST FLOOR 100' - 0" f.0. PARAPET 126 - 0" JSS BEARING SEE STRUCT 120' - 0" MEZZANINE gL 111, - 0" FIRST FLOORjjL 100' - 0" ■ 292Desic kamo 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 EAGLES LANDING BID DOCUMENTS MATERIAL SAMPLE BOARD A05 12/9/2020 CENTRIA CONCEPT SERIES PREFINISHED METAL PANEL RAINSCREEN SYSTEM; VARIED PROFILE PATTERN; COLOR: TBD LONGBOARD 6" V-GROOVE PREFINISHED METAL PANEL RAINSCREEN SYSTEM; COLOR: TBD BLACK VINYL COATED CHAIN -LINK FENCE PAINTED INSULATED OVERHEAD DOOR; COLOR: TBD PAINTED ALUMINUM WINDOW FRAMES; COLOR: TBD PAINTED HOLLOW METAL DOOR; COLOR: TBD 292Des is 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 I —A x x x x x x x x — - S . s o s o s o o s o ,ll — — — — — — — — — — — — — — — — — — — .•� - J(3L a + + + + + J + + I + + + + + I + — BUILDING "C'I + + ++ ++ + ++ + + + 10,000 S.F. L--------------------- ---- � -- (2,000 S.F. EACH) FFE 934.05 I L I I I ++ + + 19 + I L + + I + I + I + � I + ++ 19 ++ + + I ++ + + + 4- 4- BUILDING "A" 10,000 S.F. (2,000 S.F. EACH) FFE 934.05 O I 61 + + + + I + + + + +f + + + + + + I -oz 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 SITE LANDSCAPE PLAN Ll a i 0 TREE LEGEND 0 KEY BOTANICAL NAME T DECIDUOUS TREES Gleditsia triacanthos var. HLU inermis 'Shademaster' 0 5 n BL Tilia americana'Boulevard' V V n HB Celtis occidentalis L N V 3 V SM Acer saccharum n 5 U Y RM Acer rubrum'Nothwoods' U n 1 � D DE �� Ulmus x'Patriot' J COMMON NAME SIZE ROOT CITY. INSTALL MATURE KEY BOTANICAL NAME HEIGHT HEIGHT ORNAMENTALTREES SHADEMASTER HONEYLOCUST 2.5" BB 2 10' 50' RB Betula nigra'Shilo Splash' BOULEVARD LINDEN HACKBERRY SUGAR MAPLE NORTHWOODS MAPLE PATRIOT ELM M � SB 0 Amelanchier x grandiflora 'Autumn Brilliance' O 2.5" BB 3 15' 60' 1= v > SS Malus x'Spring Snow' O z 2.5" BB 4 15' 50' o TL Syringa Reticulata Q J H EVERGREEN TREES 2.5" BB 0 14' 50' 2.5" I BB I 4 II 14' 1 50' COMMON NAME SIZE ROOT CITY. IIINSTALL MATURE HEIGHT HEIGHT SHILOH SPLASH 1.5" BB 3 8' 25' RIVER BIRCH O AUTUMN BRILLIANCE 1.5" BB 4 8' 20' SERVICEBERRY � U oU � SPRING SNOW CRABAPPLE 1.5" BB 4 8' 25' w cr 1 w - O JAPANESE TREE LILAC 1.5" BB 5 8' 20' V) z gH Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB 8 6' 40' w NS Picea abes NORWAY SPRUCE 6' BB - 6' 60' LL LL O TA Larix Laricina EASTERN LARCH / TAMARACK 6' BB 8 6' 50' 2.5" BB 3 14' 50' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 15 (0II 1 II I a 1 I II I 1I + I BUILDING "B" 12,000 S.F. (3,000 S.F. EACH) FFE 934.00 0 a U 01 V CITY of HUGO LANDSCAPE CODE DRAWN BY: DESIGN BY: JAK JAK CHCKD BY: PROJ. NO. • OVERSTORY TREES •• ONE TREE PER 2,000SF GROSS BUILDING FLOOR AREA JAK 20-1906 ORIGINAL DATE: v (32,000SF / 2000) =16 OVERSTORY TREES =16 OVERSTORY TREES MAY 1, 2020 _MHp • EVERGREEN TREES •• ONE TREE PER 2,000SF GROSS BUILDING FLOOR AREA LU (32,000SF / 2000) =16 EVERGREEN TREES 0 zcn0� a_ 0 =16 EVERGREEN TREES • ORNAMENTAL TREES 0 p a- •• ONE TREE PER OOSF GROSS BUILDING FLOOR AREA16 (32 OOOSF / 2000) ORNAMENTAL TREES z O U p � o -j =16 ORNAMENTAL TREES CL Z Q (D z0 • SHRUBS v z z o cn •• ONE SHRUB PER 300SF GROSS BUILDING FLOOR AREA wUJ LU (32,000SF / 300) =106 SHRUBS m m � =106 SHRUBS z 0 0 0 SEED MIX LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX NATIVE WET PRAIRIE MN SEED MIX 34-271 (OLD BwSRw2) WETLAND FRINGE MN SEED MIX 35-221 (OLD BwsR U6) + + + +++ COMMERCIAL TURF -SOD HIGHLAND SOD r/r r/r MNDOT 260 MN SEED MIX 25-131 (OLD MNDOT260) & rr/ rr/ ALL AREAS DISTURBED BY fr/frr/r CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) MN SEED MIX 25-131 MESIC GENERAL ROADSIDE FOR GENERAL STABILIZATION (USE EROSION CONTROL BLANKET OF PAD AREAS FOR SLOPES OVER 3:1) HARDWOOD MULCH (NATURAL COLOR) SHREDDED HARDWOOD MULCH CRUSHED QUARRY GRANITE 1/2" CRUSHED GRANITE + PLAN I + + 8" 2-PLY NYLON STRAPS + DOUBLE STRAND 12 GAUGE WIRE w PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP cb PRIMARY ROOTS SHALL BE AT w FINISHED GRADE 4" HEEARDWOD SAODER MULCH + z s' STEEL TEE POST-3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP ; ROPE FROM + + + TOP 1 /3 OF THE BALL + + + + + + + + A-+ + + NOTE SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. _+ sv�3 + A-5�9 Svo ++ +SYo + + S+yo•+ + Sys ++ + svb + + A- PLANTING DEPTH: TREES SHALL BE INSTALLED SO PRIMARY ROOTS ARE AT 0 FINISHED GRADE. DO NOT PLANT TOO DEEPLY OR TREES SHALL BE REJECTED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +`� AND WILL REQUIRE CORRECTIONS. + + 3 + + 3 + 3 A DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 12" WATERMAIN CD 0 20 40 60 SCALE 1 = 20 I. SCARIFY BOTTOM AND SIDES OF HOLE NOTE GU ASSEM L OPTIONAL B UT PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT GUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1 /3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GRE REMOVE ALL BURLAP AND NAILS FROP 1/3 OF THE BALL REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL 6. WATER TO SETTLE PLANTS AND FILL VOIDS. -1. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 5. PLACE MULCH WITHIN 45 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. CON�IFELROUS TREE PLANTING DETAIL T)D Y CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-l" ROLLED STEEL POSTS (MNDOT 3401) 0 I80° O.G. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE 20 12 ° UNIFORM ORIENTATION OF GUY 12 LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-ro" SHREDDED BARK MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOIL 2' MIN. TO PAVED SURFACE POLY EDGES FINAL GRADE UNDI. 501 L SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE 4" DEEP HARD WOOD MULCH SIDEWALK/CURB MIN. (o" (TYP.) BACKFILL WITH PLANTING MIX ro" AT THE SIDES AND ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. LU Q 0 O N o CO 0 CD O N (D O O N 0 N W Z� Q O� Q Ow J W O z Q 0 O w Q J Z w Zap <w¢ ]L NFU ]C JoQo Q w N C/� �owW :2E U Q O r W p CV �mJ¢ o W Q Q 2 L OcD Uw�� m�ao co �E Z a 0 a U;V DKE AM S CAPE5 Landscaping & Design, Inc. DreamScapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www.DreamScapesMN.com z Q J o_ LU Q 0 U) 0 z Q J PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I O 2 0 15 30 1 INCH = 30 FEET EAGLES LANDING LANDSCAPE PLAN PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL ROCK MULCHED AREAS. FILTER FABRIC SHALL BE 100% INTERWOVEN 5.1oz NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTURED BY DEWITT. USE PRO 5 "WEED BARRIER" OR APPROVED EQUAL. 11, PLACE EDGING BETWEEN ALL PLANTING/ROCK BEDS AND TURF. EDGING SHALL BE POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 14. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 15. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 17. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 18. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 19. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 21. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 22, SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 24. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 25, WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 26, CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 27, ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 28. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS INSTALL MATURE HEIGHT HEIGHT SHRUBS SVJ Juniperious Horizoantalis'Savin' SAVIN JUNIPER #5 CONT. 6 1' 3'x4' 0I SPL Syringa x "Bailsugar' SUGAR PLUM LILAC #5 CONT. - 1.5' 4'x4' TAU Taxus x media 'Tauntoni' TAUNTON SPREADING YEW #5 CONT. 10 1' 3'x4' DBB Euonymus alatus'Compactus' DWARF BURNING BUSH #5 CONT. 3 1.5' 4'x4' GLS Rhus aromatica 'Gro-Low' GRO-LOW FRAGRANT SUMAC #5 CONT. 15 1' 2.5'x5' BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. 5 1.5' 4'x4' AWS Spiraea x bumalda'Anthony Waterer' ANTHONY WATERER SPIREA #5 CONT. 31 1.5' 3'x4' SMS Spiraea nipponica 'Snowmound' SNOWMOUNDSPIREA #5 #5 CONT. CONT. 14 9 1.5' 1' 3'x4' 3'x4' MYS Spiraea thunbergii 'Ogon' Ribes alpinum MELLOW YELLOW SPIREA ALPINE CURRANT ALP #5 CONT. 6 1.5' 3'x4' GFS Spiraea x bumalda 'Gold Flame' GOLD FLAME SPIREA #5 CONT. 5 1.5' 3'x4' DRAWN BY: DESIGN BY: JAK JAK CHCKD BY: PROJ. NO. JAK 20-1906 ORIGINAL DATE: MAY 1, 2020 z O CL 0' U U7 W 0 z O U) w 0Y U) z O Q U O J 0 z Q z Q m 0 W W LU 0' U) z O Q U O J (D z_ 0 J_ m 0 W U) LU 0Y 0 0 0 LU N N N I- o c9 0 Q CO o 0 rn N o w 0 U U U o¢ a� o z 2 1E ' 01 a J Qv Q z° � U � J LU Q Q w Q o c14 0 di o oo o w a w z V, 0 Uvi DREAMS CAPES Landscaping & Design, Inc. DreamScapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www.DreamScapesMN.com a MEN y W r ca a W z Q J 0- LU Q U U) 0 z Q J PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 '• I O 2 0 15 30 1 INCH = 30 FEET r�j� SITE LANDSCAPE PLAN 0 10 20 30 EAGLES LANDING L2 SCALE 1" = 10' L2 LANDSCAPE PLAN x x x x x S �S S . S . S I �I S S S S S S S S S wet 3 wet- wdf �l I � �I I �I I I I ++ + i9 t + + I I +I I� + + � I + I + I I I I BUILDING "C.L 10,000 S.F.----------- ---------- (2,000 S.F. EACH) FIFE 934.05 .b + + I+ 1 + + + + BUILDING "A" i n nnn c E, SPRAY/ ROTOR I) IRRIGATION AREAS FOR TURF (TYP.) + + + + + + o+ + + + 4_ + + + + + + + + + + I _ + I - - - - - - - - - - - - - - - - - - - - - - - - - - - sv + say s�v + sv,6 sve Svs+ v v s�vs + 3 3 + RIGATION DESIGN/BUILD PARAMETERS _ 1�1 IRRIGATION J LEGEND T a IRRIGATION CONTROLLER: HUNTER Pro-C WITH SOLAR SYNC CONTROLLER. WALL MOUNTED INSIDE BUILDING, L PROVIDE SHOP DRAWINGS TO SHOW TYPE AND LOCATION s RAIN SENSOR: HUNTER RAIN/FREEZE-CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CLIK PER CONTROLLER. L a TURF IRRIGATION: DESIGN PRESSURE: PSI -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. 5 -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. V -POP UP ROTOR HEADS: HUNTER 4" POP-UP 1-20 ULTRA T ?I SHRUBS /GRASSES/PRENNIALS/ANNUALS -ELECTRIC ZONE VALVE: HUNTER ICZ-101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY100WYE FILTER AND 25 PSI HIGH -FLOW REGULATOR. -DRIPLINE IRRIGATION: RAINBIRD LD-09-18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET FOR n TRIANGULAR PATTERN. u I I CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED u FLOW AVAILABLE -(PSI) i WATER METER SIZE - QUICK COUPLING VALVE: = RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA f) STATIC PRESSURE AT POC-(PSI) - PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD-09-18. DRIPLINE ,I FLOW AVAILABLE AT POC-(GPM) - LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA i CANNOT ACCOMMODATE 18" O.C. MATCH PRECIPITATION THROUGHOUT ZONE. S 1 S� o S S o s S S ti -_..,c 1 I v PVC MAINLINE REMOTE CONTROL VALVE 1" FPT v irj1 _ MHO DRIP IRRIGATION FOR 5- SHRUB BEDS (TYP.) Iv II 1 -- I to I o 1 1 I 1 a 1 - + +01 ir 1 I1 1 + + + + 1+ BUILDING "B" 12,000 S.F. 1 + + (3,000 S.F. EACH) + o FIFE 934.00 DRIP IRRIGATION FOR 11�� SHRUB BEDS (TYP.) + 1 w I _ �+ 1 n 1 + � 1 c + + E) 1 + + + + + + + + + + + + + + + + + + + + + + + + + + S" 3 + St o svo + + S�Cs + s�vs •+ + sv� �sdb + + + w 12" WATERMAIN N :0 PVC MAINLINE. OPERATION INDICATOR - ALL ZONES TYPICAL FPT ADAPTER AND DRIP VALVE / FILTER / COMPRESSION COUPLER. REGULATOR. 1" SCH 40 PVC 0 SLOPED CONDITION NOTE: TYPICAL OFFSET LATERAL PIPE. 1. INSTALL AIR RELIEF VALVE AT HIGHEST 2" FROM POINT. HARDSCAPE 4" 2. SPACING AS NOTED ON FROM PLANTED y2" POLYETHYLENE TOP Z/3 OF SLOPE. AREA. - 3. SPACING AT BOTTOM Y3 OR PVC HEADER. AS NOTED PLUS 25%. TYPICAL 4. WHEN ELEVATION COMPRESSION CHANGE IS 10 FT OR FITTING. MORE, ZONE BOTTOM DRIPLINE cporiNir Y3 SEPARATELY. AS NOTED AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE - A WITH EMITTER A �J SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND 2' O.0 (MAX). F FLUSH VALVE OR CAP AT LOW END, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT N.T.S. MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITTER LATERAL 0.6 0.9 SPACING SPACING 12 12 0.96 1 18 18 0.69 1..44 03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI _ a 7 w 0 20 40 60 - 3/4" DISC FILTER DRAWN BY: DESIGN BY: JAK JAK 3/4" PRV 45 PSI LF CHCKD BY: PROD. NO. '7 JAK 20-1906 ORIGINAL DATE: MAY 1, 2020 II 2" MINIMUM U) �IJI CLEARANCE � p Z � 000II0g(Do� o00 Q O 00 0 o0 0o0 oo0 OFF 0 0 Et 0000C)O00C)c 0<D J O no o 00-0 Oo Ono Ono to,- p �HnO 1" x 3/4" SCH 40 0 BRICK SUPPORT 1 Cu. FT. PEA RED BUSHING TxT 12" x 18" PVC OR POLY � Q z 0 (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE 0 Z w Co J LOW FLOW ZONE CONTROL VALVE KIT 0 0 0 0 1 0 w LLJ w W N.T.S. �2 Lo T Lo w w w w 0� 0� ly_ 000 w Qo(Do 0 0 Co O N FINISH GRADE/TOP OF MULCH CD POLAR SPRINKLER: SEE PLANS FOR APPROVED ------- TYP E AND NOZZLE NO ASSEMBLY: SCH 40 TEE OR ELL LATERAL PIPE POP-UP MP ROTATOR N.T.S. FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE: (SEE SPECIFICATIONS) VALVE BOX WITH COVER: 6-INCH SIZE PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 STREET ELL PVC SCH 40 NIPPLE ° (LENGTH AS REQUIRED) ' PVC SCH 40 STREET ELL 1 PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL METAL REBAR STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 0QUICK CONNECT VALVE N.T.S. 030-INCH LINEAR LENGTH OF SCALE 1 = 20 WIRE, COILED O WATER PROOF CONNECTION 1 2 3 4 2 (1 OF 2) 5 O 1 D TAG O VALVEBOXCOVER: 6 1 2 I SIZE 17 7 O5 FINISH GRADE/TOP OF MULCH W IN. 8 O6 REMOTE CONTROL VALVE: O7 PVC SCH 40 NIPPLE (CLOSE) 9 O PVC SCH 40 ELL 00 00 ° 000 0 0 0 0 00- 10 O9 PVC SCH 40 NIPPLE 00 0 0 o00o0go0 (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 1 PVC MAINLINE PIPE 12 SCH 40 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 16 15 14 13 12 11 13 PVC SCH 40 TEE OR ELL 16 3.0-INCH MINIMUM DEPTH OF 4 PVC SCH 40 MALE ADAPTER 3/4-INCH WASHED GRAVEL 7 CARSON VALVE BOX & COVER. ALL VALVE BOXES 15 PVC LATERAL PIPE SHALL BE PERMANENTLY LABELED WITH VALVE ID. ��REMOTE CONTROL VALVE N.T.S. ;V DREAMS CAPES Landscaping & Design, Inc. DreamScapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www.DreamScapesMN.com PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I O 2 0 15 30 1 INCH = 30 FEET EAGLES LANDING LANDSCAPE PLAN EAGLES LANDING TITLE SHEET, LEGEND, EXISTING CONDITIONS &REMOVAL PLAN HUGO,MINNESOTA LEGEND' oHw EXISTING OVERHEAD ELECTRIC rEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE ❑T EXISTING TELEPHONE PEDESTAL ❑E EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL EXISTING UTILITY POLE EXISTING LIGHT POLE >>- EXISTING STORM SEWER EXISTING WATER MAIN > EXISTING SANITARY SEWER FM EXISTING FORCEMAIN EXISTING STORM MANHOLE ❑ IF EXISTING CATCH BASIN EXISTING FLARED -END SECTION g EXISTING GATE VALVE lqy EXISTING HYDRANT EXISTING WELL �S EXISTING SANITARY SEWER MANHOLE 928.. ..... "•"......• 930 ......•••••• EXISTING CONTOUR x 920.99 GE EXISTING SPOT ELEVATION 79907*42 EXISTING SPOT ELEVATION (MATCH INTO ELEVATION) EXISTING BITUMINOUS EXISTING TREES EXISTING TREE TO BE REMOVED EXISTING RETAINING WALL x EXISTING FENCE WET EXISTING WETLAND PROPOSED WATER PIPE > PROPOSED SANITARY SEWER PIPE >>- PROPOSED STORM SEWER PIPE «E) PROPOSED DRAINTILE AND CLEAN -OUT ELEC PROPOSED ELECTRIC SERVICE GAS PROPOSED GAS SERVICE * TEL PROPOSED TELEPHONE SERVICE OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTION 3 PROPOSED GATE VALVE PROPOSED HYDRANT Q PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 0920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) S PROPOSED SILT FENCE _ 010 PROPOSED DIRECTION OF DRAINAGE PROPOSED BITUMINOUS PROPOSED RIP -RAP W WW w PROPOSED FILTRATION MEDIA l J PROPOSED INLET PROTECTION PROPOSED HEAVY-DUTY PAVEMENT PROPOSED ENKAMAT * NOT ALL SYMBOLS ARE APPLICABLE. �\I 1 J � J - J `\x � J _ r � J s- t Y 1 y_ I 1 - - J EX 6" PVC SDR 26 IE 921.51 EX CB RE 929.23 EX. 6" _ IE 926.47\ DIP STUB \� GENERAL NOTES 1,szs , L_ RE IE 918209.87 IE g2_ ` THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT >� GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION EX24"Rca AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. _ EX CB CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. RE 929.28 IE 92� THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. ' ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY ' STANDARDS. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF I ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 3 THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. ' T STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. ' ~ NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE ' p UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY D COMPANY. ' i 91 below. 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C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 n i i 2 0- 0 0- 0 F- LU 0 W d O N O N E I` N E L a) 0 Q D Z N � c U OJ J �•gW� rn .� W c _O 0 r to W U � N � J W 0-0 < 06 C Z Z W O CD COD Z J < Z W (6 d Z C) y_ C:i -0 Cm CIDW a = W W J H- PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, VIN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 ® _ 2 0 15 30 1 INCH = 30 FEET CO Know what's below. Call before you dig. O n X UR H� SIN (P21 I� L 931.4 x I ' z I w - I' —_C/-/AIN_LIN 8L �CK VIN L _ w CE Y i1Yp) PROPOS F I ENCE I w1pE CURB-_ -----__ - — -_ _-____-� OPENING 'DRAIN 1 ' '' ' �l / BUILDING '---__ — — — _ - -__ S- RgIN GUARp N i11'PH 1 ; / i,' Vi i� l (2,ppO0 0 EAc — -- _ _ - \�I s = FE 93 H) 8�_0„ HIG CHAIN_LINJ< F NCEVINYL cTYP) =b —3- 1 4.OS 7RASH 3.0 680Li - I l ^ I ! 5 5.1 0 74 I,o 0 / o CONC----- - I 12.7 C_c w OJ GV�EY DER o L I I 1 % i 9.0 _C_c ~ c n 119 BUILD BUI l)I S q„ 7.0 o Q (3'o0p,0p0NS FB" n I - I (2, FFE 9. F, EACH) Q� FFE g 4.0p CH) 34• OS o o' I/ MI / . _ viINSTAL nROVIDE D30gqCK OFRBRASTTCURB CLEAR 6 qN3b� O LIGHT II _ p0 3_3�\ >� > H wL 930.00 , - - — _ C HIGH g x CHAIN LAC >� 3147 �' _ _3 - _ _ VV N_LINK K VINYL I / INSTALL CONC ' � -c F CROSS-----_ RASS GUn-E I f W q y B �� R cc�L V I1 SLIDING Gq o .0 N I �3 —ss 4I 3 ° _3 _sbs � I l I _ -3 Sb 933.37 I GP Wq T R 3 I 3—3 0 36 SAN. SEWSEW R Q ° I �0) x0) zx wz m HO W 0 m v I 2 U m y U v m — OHW m_ o v T� y O w� OC)-z O (J Q V F a ILLJ Z O cn J U XW� LU Q3z � v f ,' �o Q O U 3.0 I; I 0 w w >_ X �O J 00.0t'6 HClIQ � INSTALL CONC. CROSS GUTTER PROPOSED TRAIL (TO BE BUILT BY OTHERS) I� 01.69 00 tR CURB & BITUMINOUS NOTES REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. GENERAL SITE INFORMATION: SITE AREA BUILDING AREA OTHER IMPERVIOUS AREA (SIDEWALK, TRAIL, BIT.) = 2.59 ACRES (112,658 SF) = 0.73 ACRES (32,000 SF) = 0.83 ACRES (36,073 SF) TOTAL IMPERVIOUS AREA = 1.56 ACRES (60.2%) TOTAL PERVIOUS AREA = 1.03 ACRES (39.8%) ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. CIVIL SITE PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 H D O Il U) IL O O O IL (Do z_ 0 p 0 z a a Q , LLJ J Oz 06 a a 9 z Z Z w � pl� JaaE`) J J =) (D U 0- a - to z w � w w O 0 U) Fn0< p 0 W p 0� w w = w acncnu) Of aof��� 0 0 0 0 LLI ON N N N N a �rc+•)oorn rn C) O r r N r r r r a) E f ti 04 N E L ai �5 O 0 z J n3=,_- -° LU rn .� j c Q-Q0 W r u3i = o U rn N r J w moo- Q Z z a J 0- W r F- U)r^ J I U PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ ® _ 2 0 15 30 1 INCH = 30 FEET C1 6' WIDE OVERFLOW WEIR @ 931.00 RAIN GAURDIAN EX. 6" DIP STUB \ >X c� 0 Know what's below. Call before you dig. F l i / 1 -4�4J33.55 932 x 33:9$...933. 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RIP Sz _> SPpur ���-� _ 931 Sb0 cc_ S 3S / w A y >=�P) 32. ,1 B v _ROCK >_ EN s-rRUCTION NCE � SAN• S EWE R >_ 933.37 Gr TC 3 .5 2'92 3 .8 UE _ Y m 0 a� g rm U rn Z= w C > w >� r. 3.14 V V I � M N V G)V I I w z V V V 9 IV V V 0 .� W X O V V V V MHO 00.0t'6 INLET PROTECTION (TYP. ) W 0 y V Cn V ~ m m V T� O V Z W v / V X C) V TAftft O rn o � � N o °; 00%tg u w z > zzz SITE SEQUENCING • PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. • THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF ONCE PER 2 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14) DAYS. • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. • THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED. • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES & OVERFLOWS. • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES. • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. OTHER POLLUTION CONTROL MEASURES CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND REMOVED ACCORDING TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE MANUFACTURER. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL, LICENSED WATER MANAGEMENT COMPANY, AS REQUIRED BY LOCAL REGULATION. OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. VEHICLE CLEANING - NO ENGINE DEGREASING IS ALLOWED ON -SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED AREA ("BONE YARD") ON -SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. SPILL PREVENTION AND CONTROL ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON -SITE. SPILL KITS WILL BE STORED ON -SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF -SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS. SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET) FROM THE TOE OF THE PILE TO A SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS OR STAKED SILT FENCE. PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN -PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF PROPERLY. THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROTECT SITE UNLESS INFEASIBLE THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR") TBD GRADING, DRAINAGE, AND EROSION CONTROL PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 Z 0 IY U U) W 0 z 0 Cn > W n i m IY U Z 0 m m 0 0 Q U) W 0 C� 0 W Q 0 s Q z_ 0 z 0 W 06 Z Q J a- W I- 0 w U) > W N E >, E -0 m N co a: cn m c .o w D f6 ny� L a) L L O Z J 0- W I.- 0 W U) > W y y �V U) H 0 0- U) LL 0 IY IY 0 LL 0- tY d iY 0 W 0 0 Q O N rn N Z O co 0 W 0 Z aJ W a 00 Q � Z Z 00 U C� Z_ 0 Q 0 PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ 0 2 0 15 30 1 INCH = 30 FEET C2 n z I I - I - OCS A k \ RE 931.50 I' - : IE 928.10 (15" OUTLET PIPE) _ / 4'-_ _� x WEIR WALL 931.30 FES 103 IE 928.50 (6" VERT. ORIF) _====s 928.50 �12" APRON o IE 926.00 (15" INLET PIPE) _� IE 929.00 SUMP 923.00 - *2 C.Y. OF 2 i i i ' _- _ _-- -- Y RIP -RAP CL III w WASHED ROCK / , II 1 1 ' ' - - - -_ ' - _ BRIC w W/ FABRIC AT I' ' _--69z5___- --__ s �( 17-15" RCP END OF l' `�' ii ; II _ - '___ - - - - - - -__---� @ 0.00 /o DAYLIGHT ii i ii l �31:5 _===-g-_ --g�j_ 9��` ��__ FES 107 I *DAYLIGHT 6" D.T. _ ' _� __- - - - - -- ��_- s� 15 APRON I - II ; 11 _ _ @ IE 928.50_J ____ - 6.00 l i ii i l a FFE 934.OS _ I S 119'-6" DT @ 0.00% CBMH yy R� 93265 P �xi" 93� I ' FES 1-0 \ l ��9' S2 AT EX E WATER _ � LI _ - MH 2 MIN. 8A �EPiH FORE RE 932.73 - ' RAN C/o o C/0 IE 922.70 (W)� / `) �� a, �1 RE 933.40 5 CY RIF IE 922.80 (S) / _� _ Q IE 925.83 Wt FABR EX 6" PVC SDR 26 IE 921.51 MH 3 ! RE 931.30 IE 921.51 (W) I,E -9a1.59 (E) RE 929.23 EX. 6" IE 926.47 DIP STUB Ex EOF 9,6 h IEgR8Z09.8' IE 920 6p 'E Qr _\ CONC £� VALLEY OC 0600 _ 7 5 I „ R GU7?ER I ` CP, 0 30% RE 932.50 ` I IE 929.30 1 �1 C/0 � � FFE � I ' A ; RE 930.50 FF / MH 1 934•Op % IE 928.50 (6" D.T.) E 934.05 RE 933.27 M EX T931.66 N MH tv RE IEE,921.03 IEN,�9923.32 00 -T- _ I � I L 1 _ v v EX C RE 9 1.88 IE 92 .25 I I L 1 J I � I L 1 J V r' V L 1 _ I -15" RCP U 0.06% a - I w N TJ x MHA WRE 932.00 IE 928.10 (EX. 15" OUTLET PIPE) IV Y IE 928.10 (15" INLET PIPE) DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O 17) U LU 0 z O w Of W J w O U 0 z Q Nw L.1_ D U Of I- U) 0 w w Of / LI.I V EXISTING 18-15II RCP N N N N N o Q rn M o m @ 6.50/0 18'-15" v 0 r RCP v RE 93 . 7 IE 92 3 22'-1 T RCP @ .450/ MH 10 1 RE 93 .40 IE 92 57 w U m T L I- X W IE 925.43 (E,W,N) C I 05 05 J m 1 A i 195'-6" DT @ 0. 0% 35'-6" 0% 1 111n I / N J RE 0.50 LoI - -_ �� I - __ -- - - IE 928 0 ( 6" C/O .-i a_ �_ -��� RE 933.40 _ Ise ��� b �-'tc - - T.) IE 925.78 A RCP I _3 � 930 o I I Xco ca _> > ECID9259 4 I_I 3_ EX 24" 9 _ I - - _ RCP -� _ _ EX CB I C > o �92 2a.28 _> I I _ -3 I - IE .74 CB 104 �_CC EX I EX >_> 3 ® RE 931.60 o I (1Ir RcP F I 3 \sb� IE 929.10 ' E /V ' X CB _CONNECT TO EXIST 12" DIP W/6" TAPPING VALVE AND SLEEVE RE 929.23 /Sb0 - (FIELD VERIFY ELEVATION, SIZE AND LOCATION OF > 3 Sb a I I GP IE 925.76 EXISTING WATERMAIN PRIOR TO ANY INSTALLATIONS)WA 3 - _' i - JA4A0N EXIST 6 o EX \ RE930.91 M 927.06� \ W J \ , 1 ,' SAWCUT AND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED / BITUMINOUS AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) W 1 REPLACE STREET WITHIN ONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION L - J _ _L Know what's below. Call before you dig. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE 6" PVC (C900). MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE. TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES; HOWEVER, THEY SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. COMBINATION FIRE AND DOMESTIC SERVICES MUST TERMINATE WITH A THREAD -ON FLANGE OR AN MJ-TO-FLANGE ADAPTER. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. - oHw 0 0 CL z zWQ � U -j Q�z � U XW� �Q0U O N LLJ N x 7 STORM SEWER NOTES y �7 m m a Z 0. EX CB RE 932.22 IE 927.04 EXISTING 017-C11 Ex 27" IE 927OOC APRON FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. a) E E L a� a) n m cd o cQ co r LO r z _U O J J !L U) w J o Q N 2 6 U N r W Q 0 PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ ® _ 2 0 15 30 1 INCH = 30 FEET UTILITY PLAN C� EAGLES LANDING zi DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 A A� INSTALLATION 6" DISTANCE TO CL VARIABLE DESIRED MINIMUM 3' B' OUTER LIMITS OF H 3' 8" WIRE FENCING t 12" R �" R b CONCRETE WALK WALK POST 1) SET POSTS AND 21 STAPLE THE O e [ 2 ) ■ �� EXCAVATE A 6"X6- WIRE MESH DEFLECTOR PLATE N • a - V3 x 4' 0° 4'cr 4" 4' 0' x- 4'0" TRENCH UPSLOPE FENCING TO • 1� 3!2' R N MIN MIN MIN 4 0" MIN ALONG THE LINE OF THE POSTS EACH POST OVERFLOW 1 - CENTER OF FILTER ASSEMBLY �� - SLOPE 3I4"1FT. Mn/DOT B 618 } FRONT FACEF� 5' S" 5' B- �H �� 5' 8' m 5' B._I TRENCH 4'. - . I BACKOF� w OF CURB ,�j CURB u L, 5 _ _ III-IIIII 111W1111= IIIII=IIIII =IIIII=IIIII= OVERFLOW 2 • TOP CF CURB BOX-_• `''J: f .• a 5 m a r`.-,: o =IIII-IIIII -IIIII =111IM111 111IM11111 IIIII= =IIIII= =IIIII IIIII Ur FILTER ASSEMBLY I- 8 - 18 6. e e faM �' N �2 0" s" m 2' 0' 4 8' 3" j8"CURB) I o 112" R DISTANCE TO CL VARIABLE 3' R 20' RADIUS MINIMUM -IIIII =IIIII I I 4' 2' (4' CURB) 4' T MIN. 8' 3' {6^ CURB) I 6' 3' (9, CURB 4'ry� S' 3" (6- CURB) I 4 4' 2" {4"CURB} 4' 2' (4' CU MIN 4' 2" {q"CURB) O CIS 3) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC TRENCH AND FILTER TO THE COMPACT THE CURB ^ _ 1 [I VAR" WIDTH CURB A J A 'LAN U \}�QP WIRE FENCING AND EXCAVATED SOIL � , � - 113 1/2" R 1 NEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP , IT ' U) O O 4 p SO' /RFC•' �1N74! THE TRENCH COMPACTED BACKFILL a SLOPE 3!4"IFT. r .N ' . r MnlDOT D 624 S« CURB OR 5' 4- (6• CURB} X�' 0" DESIREABLE CURB 8 DOME SECT ION UU Q QS FOgr -" a -i .� GUTTER ----------- h'la'N4`S F 20'RADIUSMINIUUM FR IIIII-IIIII IIII-IIIII - IIIII=IIIII =1111=IIIII= _= =IIII-IIIII 1111�11111 =IIIII-IIIII 1111W11111 IIIII= =IIIII ><.�' •' +r �I-8'y- : �'•� i .. +74'� ` O.P2 FTIFT MAX. 2 it 2A1 CAE w ( M 1 YO.OBFTIFTORFLATT�R 3 ae eeeeeee �'P.) °'o"o"^g;o 2IN. O _ U) LU =IIIII =IIII IIIII SECTION 1 00000 pp W IIIII TVp) eeeeeeeeee E-MIN. ROUND ALL IF THE PATH OF TRAVEL- W 15 4FT, OR GREATER. USE . {11 LOPED 0.10 T00.09FTLFT. SLOPE FOR THE FLARED SIDE. 1 -�` MIN - 28, P. BOD OM k-P CG-23 HIGH -FLOW HIGH -FLOW FABRIC 16" 12 R } 68'R TOP OF BITUMINOUS MAT INTERSE IF'X-IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE MUST NOT EXCEED 0.D8"FT.lFT.. DOME SPACING 2"wnsHEDcoARSE �a`�DRAINAGE AGGREGATE 2k WAY y 12' �* �,' .' 7 f L '• '• i . F':.:.... ......," ; ........: �•, :: (6" CURE & 0.08 F71FT SLOPE) 6' 0' (6" CURB & OM FTfFT SLOPE) 4'2' 47 W Q 0 g O A It J o v ''� .' . • .� • ; �.: '. r" ! ' ,� • 7" MODIFIED'S' DESIGN (4" CURE & 0.00 FTJFT SLOPE) (4-CURB & DM FTfFT SLOPE) , ." "' * 1 :+� , •" BASE NOTES: ELEVATION OF RAMP TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH W MIN. DEPTH i L + I "17112' 10112' THIS STANDARDDEfAILPLATE. ELEVATION: 2$" THE CURB AND CUFB TRANSITION ON THE RAMP MLL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND POINTS "A" SHOULD BE GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR O NO SCALE HIGHER THAN POINTS "B" AS TRUNCATED DOMES BY THE SQUARE FOOT" BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS ALLEYS OR E Co CV C14 MAINTENANCE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE NOTES: B" DISTANCE TO CL VARIABLE 112" R T R WHEN CROSSING DRIVEWAYS. 1 IQ INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. a WHEN POSSIBLE RCVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP, ARELATNELY FLAT 4' X 4' >, E +' (6 - -O 1- FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY THE SILT FENCE OR FILTER BARRIER IS NO LONGER ER 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP- NO SIGNALS, SIGNS, CABINETS, OR OTHER (0 AFTER EACH RAINFALL AND AT LEAST DAILY DURING REQUIRED SHALL BE DRESSED TO CONFORM WITH INSIDE THE S-ORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE " 3 OBSTRUCTIONS ARE ALLOW50IN THE RAMP OR PATH OF TRAVEL, (6 �- L s_ 0 PROLONGED RAINFALL. ANY REQUIRED REPAIRS THE EXISTING GRADE, PREPARED AND SEEDED. RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION, m r `� Q WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN �' O O N z SHALL BE MADE IMMEDIATELY. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. ��' LOPE 314'fFT. ` S 1f2" R MnlDOT B 512 CROSSING SHALL 3E CUT THROUGH THE MEDIAN AT STREET LEVEL. C O O 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. A .., - - °..:� - • @PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A C1 C (6 ' (� MOTES. 2- SHOULD THE FABRIC DECOMPOSE OR BECOME H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS _ r . a- PRECASTMATERII:.L. THE CURB SHALL BE HAND FORMED TO FILL THE GAP- (1) ZT C J 1. CRUSHED CONCRETE IS NOT ALLOWED INEFFECTIVE FRIORTO THE END OF THE EXPECTED REQUIRED AROUND WATER BODIES. STEEP SLOPES, USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, AND HIGHLY ERODIBLE SOILS. MAINTENANCE: . rr " r ' • - _ ' • 5 ADA REQUIRED TRUNCATED DOME AREA 5144LL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND TINS FULL WIDTH 3 0' OR 4' O (� O � W O J 2 GE07EXNLE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. - I- 8" 12' � 0- TYP. OF THE CLRB RAMP. THIS T O- BY T V OR d' T WIDTH (TYP. TRUNCATED UOME AREA SHALL CONTRAST VISUALLY WITH THE ) ) ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED ALIGHT COLOR [GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED •� to C (6 � � W EACH STORM EVENT. THEY MUST BE REMOVED WHEN NOTES: TYPICALLY) WHENTHE ADJACENT SIDEWALK ISA LIGHT GRAY CEMENT COLOR. 0) '� DEPOSITS REACH APPROXIMATELY 112 THE HEIGHT OF 1. MINIMUM OF 3" --LASS 5 AGGREGATE BASE UNDER ALL Q CO" MIN. FOR NEW CONSRUCTION_ Tor ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE OURS 3 U) THE BARRIER. CURB AND GUTTER CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. O O W Special Details CIT" C)F ROCK CONSTRUCTION ° ' oa o1.1s Special Details CITY C)F " PLACEMENT AND CONSTRUCTION ! Dao1.1s Special Details �. C!T`e C)F CONCRETE °" oa o1.1s Special Details �. CIT" C)F PEDESTRIAN ° ' on-01.1s U �, Q o(14 _ U CITY C)F WIMCO CURB & GUTTER Special Details ° ' o�1.1s ENTRANCE HU-EC-1IWGO OF SILT FENCE LEC-2 INLET PROTECTION (CG23) HU-EC- CURB & GUTTER HU-STR 26 CURB RAMP HU-STR- nj R" EST. T9utl 0442-19 EST.1909 01-20-17 K"T loon 01-20-17 I..s-(_ I�!an 01-20-17 F;y r_ Iyns 01-20-17 J LLJ Q O STANDARD NEENAH 7' R-1642 PROPERTY LINEi DRAINAGE & UTILITY RIGHT OF WAY TYPICAL SERVICE WHERE COVER O EASEMENT FRAME WITH TYP E B SELF SEALING LID WITH TWO INSTALL EXTERNAL MANHOLE INSTALL METER BOX AND COVER NO. H-10817 OR APPRGVED EQUAL OVER ALL PVC AND CAST IRON C AND CAST MINIMUM OF 10' COVER TOP OF SEWER IS 14' OR LESS 1' OVER TOP OF PIPE AT CNIMNSY SEAL MANUFACTURED BY CONCEALED PICK HOLES. LID SHALL BE LABELED "SANITARY PROPERTY LINE INFI-SHIFLD GATOR WRAP OR SEWER' APPROVED EQUAL FINISH GRADE 4 MIN 4' OR fi" PVC SCH_ 40 RISER Z (j) POLYETHYLENE (FE) MANHOLE ADJUSTING RINGS, AEJUSTING RINGS MIN 4-- MAX 12" CONCRETE ENCASEMENT Q COD � exPAvsloN JOINT USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO = ` (TYPICAL) W A MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED, i, ,• 27 " DI4 "'45° BEND "�•''t`' Ir Z Z Z 06 B _'' ALL MANHOLES WITH : ^ .: ELEV TO BE SET SEE JOINT DETAIL BELOW I MIN BY THE ENGINEER I PIPE SHALL BE COMPLETELY ENTRENCHED H J A B INSIDE DROP SECTION SHALL BE T DW (LD.) r AND SHALL HAVE GRANULAR BEDDING AND 1■U Q OUANDRANTTOCCPOURED '' ': GRAN ULAR ENCASEMENT WHERE DIRECTED NMII� INTEGRAL WITH CURB BY THE ENGINEER w W MA14HCLE SECTION TO BE ASTM 0-478 CLASS B '•� PROPERTY EXPANSIONJOINT ' RIGH7DFWAYJ �V W LIA.R Zy, 48`DIA " w Lu USE R-2 TYPE CONFINED'�R a GRING CASTING JOINT FOR rc 4" P.V.C. SCHEUULE 40 TYPICAL SERVICE WHERE COVEROVEJ TOP OF SEWER IS 14' OR MORE MINIMUM OF 1 T COVER OVER TOPE PIPE AT l 3' PROPERTY LINE ALL MANHOLE JOINTS '. a y �� RISER VARIES 4" OR 6' PVC SCH. 40 i SECTION A -A CORE DRILL INTO I EXISTING MANHOLE ' PREPARED FOR: rHRu 861 a c a G 8` 45' BEN❑ ELEV TO THIS DETAIL IS THE SAME FOR BOTH SIDES OF THE VALLEY GUTTER � o B' I I NFI-SHIELD GATOR VVRAP "CAE -SEAL". OR STEPS AT OR APPROVED EQUIVALENT APPROVED EQUAL PRECAST `-� HEENBESET 4" BY THE ENGINEER MIN C•�NCRE.TE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED VICTOR LAND HOLDINGS 2% GASKET CONNECTION SHALL BE 16" O.C. FOR ALL MANHOLE JOINTS USED FOR CCNNECTINO PIPE TO CONCRETE (TYPIC AND SHALL HAVE GRANULAR BEDDING AND GRANULAR ENCASEMENT 5" ,;1Y°.'- WHERE DIRECTED BY THE ENGINEER 3r4• MANHOLE R• (MINIMUM 113 CY) MIN • - " - T' n' 1' Min, '.� -- ' PRECAST BOTTOM SECTION - 6" MIN. WITH INVERT .. .. - 45` BEND V.C. P V C SERVICE WYE 4 OR 6 NOTES: INCLUDING IN. CLASS sOR 5ALVAGED)RECVCLED MArERVALMEETING 1S5 AT 1Y O,C" EACH WAY VARIAHiH . � ' 1. ALL SERVICE CONNECTIONS NECESSARY CLASS SS 5GRADATION (M°DCT 9138) BENDS ANiD SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF CONCRETE ENCASEMENT 4" OR 6'_ NO ADDITIONAL COMPENSATION SHALL BE ?' ALLOWED FOR CONCRETE ENCASEMENT OR PIPE (TYPICAL) NOTES: BEDDING. SECTION B-S 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL 2, ALL SERVICE CONNECTIONS SHALL TERMINATE AT THRU CONCRETE GUTTER OSHA REGULATIONS AND SPACED IT O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. k VC E THE PROPERTY LINE OR AS SPECIFIED, 2. STEPS SHALL BE PLACED SO THAT THE OFFSETVERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. ;D .: ^ti ;�.-F_ 3. SERVICE STUB SHALL BE PLUGGED AND MARKED 3, WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPEDAS DESCRIBED IN WITH A4"x4"TIMBER PROTRUDING 3' OUT OF THE THRUST BLOCKING FOR SITE PLANNING THE SPECIFICATION (INCIDENTAL). ••• e'' CONCRETE GROUND AND PAINTED GREEN OR STEEL FENCE CLEANING EQUIPMENT &ENGINEERING 4. THE IN171ALAND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. P,V,C ENCASEMENT POST, SpBC18I Details 5, BLOCK STRUCTURES WILL NOT BE ALLOWED. NOTES 1. PAID AS CLEANOUT (EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. (TYPICAL; 4. CONSTRUCT 4' PVC SERVICES FOR RESIDENTIAL AND 6" PVC SERVICES FOR COMMERCIAL LOTS. 5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM RIGHT WAY, PLOWE CITY OF VALLEY GUTTER p4 01-15 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER OF SANITARY SEWER SERVICES SHALL BE EXTENDED 10' BEYOND RIGHT OF WAY. DETAIL HU-STIR-6 Rsr.�aos 04-1t-19 CIT" C)F Special Details STANDARD MANHOLE CITY C)F Special Details SANITARY SEWER CITY C)F Special Details TYPICAL SERVICE CONNECTION ENGINEERING INC. 04-01-15 04-01-15 04-01-15 6776 LAKE DRIVE IWGO {48" DIAMATER) SANITARY SEWER a" HU-SS-1fWG0 SERVICE CLEANOUT R" HU-SS-3 FOR SANITARY SEWER HU-SS-4 SUITE 110 EST. 1908 04-11-19 PST. igou 041-11-19 sT. aeos 04-11-19 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 DETAILS & NOTES EAGLES LANDING ■ DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 STANDARD NEENAH 7" R-M42 FRAME WITH TYPE B SELF SEALING 27 " DIA. LID WITH 2 CONCEALED PICK HOLES. LID SHALL BE INSTALL EXTERNAL LABELED "STORM SEWER" MANHOLE CHIMNEY SEAL MANUFACTURED POLYETHYLENE jPE) BY INFI-SHEILD ADJUSTING RINGS (MIN 4"- GATOR WRAP OR , MAX IT). USE THICKER APPROVED EQUAL I ADJUSTING RINGS WHEN '- FEASIBLE TO MINIMIZE ' NUMBER OF RINGS. ` 4.0" SHIMMING ADJUSTING RINGS ' WILL NOT BE ALLOWED. A: I STANDARD OFFSET ECCENTRIC CONE SECTION REDJCERSTOBE (STEPS NOT SHOWN USE D FOR 60" INTENTIONALLY) &72'BARRELS .r/ GROUTING BETWEEN -A `y PIPE ANO MANHOLE q; ;O BARREL SHALL BE WITH y NON -SHRINKING CEMENT- '•,d ,y :r 4R"-72" ^� .An 48-72" (?: VOIDS FILLED WITH ' 27 • URA. STANDARD NEENAH 7" R-1642 FRAME AND TYPE R SFLF SEALING LIO WITH 2 CONCEALED INSTALL EXTERNAL PICK HOLES. LID TO BE MANHOLE LABELED "STORM SEWER' CHIMNEY SEAL 10" MANUFACTLIRE.D POLYETHYLENE (PF) 16' BYINFI-SHELD ADJUSTING RINGS GATOR WRAP OR (MIN 4• - MAX 12') AP PROVED EQUAL USE THICKER 7- ADJUSTING RINGS 4'-W WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. STANDARD OFFSET ECCENTRIC CONE SECTION REDUCERS TO BE (STEPS NOT $W HQN USED FOR Bp„ •^ INTENTIONALLY) &72"BARRELS 1,-4n u1 LU USE R-2 TYPE - ,v CONCRETE BRICK _ONFINED fl-RINC OR BLOCK 0 NLY. R T G OV N GROUT GASKET .T01 TS FOR ALL in Ats w n, �., •.A ... MANHOLE JOINTS VRR �. DIRECTIONr - ` OF FLOW ; •. f + s z i:n " y t # Y x 112 DIA. OF PIPE i > f DIRECTIO PRECAST !x x a `� :. OF FLOW BOTTOM SECTION WITH 6" REO.AST BASE POUREDINVERT NO SCALE Ira AT 12" D.C. EACH WAY NOTES: 1, MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-6-PF BYMA CONFORMING TO ALL OSHA ( REGULATIONS AND SPACED 16' O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. S. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4" BLOCK STRUGTVRES WILL NOT BE ALLOWED, CITY C3F Special Details STANDARD MANHOLE FOR °"� 04-01-15 1UG0STORM DRAIN ke.beR HU-SD-1 EST. 1906 04-11-19 OUTLET NOZZLES t THREADS, TWO 2-1/2' HOSE CONNECTION AND ONE 4-1/2'PUMPER CONNECTION (NATIONAL STANDARD THREADS) 5' CAPS TO BE CHAFED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED sn*ET 2'- 6' BONNET ADAPTOR T- 8' AAR VARIES 8' D IiYDRAF9VDERYCANDYCAME) FIRE HYDRANT LOCATOR WATEROUS WB-67 AS SPECIFIED BURY 8.0' WED CONDUCTMTY STUD 2' BELOW RANGE (FOR LOCATNG PURPOSES) T" I I I I I\� 1'^49V' 2' MAX. GEOTEXTILE FABRIC Wl7DOT 37W TYPE 3 1' WASHED COARSE GRAVEL OR CRUSHED ROCK TO W ABOVE WASTE OPENING MN 113 CY BRACING ASREOUIRED PRECAST CONCRETE BLOCK 8' x 8' x 16' 2' DIAMETER BY 3' PRECAST CONCRETE DEEP FIT UNDER BASE AS SPECIFIED HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS RANT COATF409 DAMAGED DURING CONSTRUCTION SHALL BE RREPAWED AFTER THE BASE COURSE OF B1111MINOUS 6IN,STALLED. PRCIE AND PANT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2 ALL HYDRANT LEADS SHALL BE TIED WITH 314' TE RODS TEE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED N LEU OF TIED RODS 3 HYDRANTS SHALL HAVE A 16' BREAK OFF TRAFFIC RANGE 4. ALL RODS AND RETANERS TO BE COATED WITH BHTUMASIIC. 5 YELLOW 'OUT OF ORDER' TAG TO BE NSTALLED ON THE PUMPER CONNECTIONS AFTER EACKPILL 8. THE INITIAL -F FINAL RASING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. PLATE NO. REVISION H UGO DATE VOIDS FILLED WITH I - `Ar CONCRETE BRICK ¢g•_�2" %F A OR BLOCK ONLY- S: .'.y r. I '� k 'i• USE R-2 Y`(PE., ,a DIRECTION �'' 1' '• CONFINED Q-RING�. OF FLOW t"•-_ GASKET JOINTS;: DIRECTI01 FORALLRr `'.y,'y--<FLOW MAMHOLEJOINTS`1' y GROUT 4�" PRECAST BOTTOM •g SUMP GROUT S SECTION WITH d I y POURED INVERT .. fi' PRECAST BASE Nd SCALE.... 43 AT 12" O.C. EACH WAY NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF BY MA INDUSTRIAL INC. CONFORMING TO ALL OSHA REGULATIONS AND SPACED 13"O.C. LCCATF ON DOWNSTREAM 514E OF MANHOLE. 2, STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. CITY C)F Special Details STANDARD MANHOLE WITH Pam1UG0 04-Di-15 SUMP FOR STORM DRAIN HU_Sp_2 ke.beR 'EST. 190s 04-11-19 VALVE BOX SETTING TO 114 '-3/8' BELOW PAVEM AND AT GRADE IN TURF VALVE BOX SHALL B TO HAVE 6' ADJUSTI UP AND DOWN FROA FINISH GRADE AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAT/ PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-112' WASHED ROCK ALL AROLM ABN. 113 C.Y. QNIN 1 C.Y. W IMPERVIOUS SOILS) DJ.P. WA GATE VALVE ADAPTOR: Y' STEPROTECTIVE WITH PROTECEL COATING 1'1' RUBBER GASKET INSTAUEO BETWEEN GATE VALVE AND ADAPTOR. TOP NEW SIDE NEW ADAPTOR NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2.VALVE BOX INSERTS ARE NOT MOWED UNLESS APPROVED BY THE ENGINEER. 3.VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE 4. ALL VALVES SHALL BE TIED WITH X" THREADED TIE RODS TO THE AWN. MEGA wGS MAY BE USED IN UEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL NO SCALE TO THE PROJECT. PLATE NO. REVISION H UGO DATE : 10/05/06 NOTES: 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS APPROVER BY THE ENGINEER, A L. CENTER STRUCTURE TO BACK OF CURS CURBINLET FRAMEAND CURB BOX NEENAH NO. R-3457V, INSTALL INFI-SHIELD GATOR WRAP EXTERNAL MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. EXTERNAL SEAL SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. 5" PRECAST BOTTOM SECTION WITH POURED INVERT 95 AT 12" D.C. EACH WAY 31- 24" 131112" 0 I�T A 0 36" 4: a O U- 18" � 0 n PLAN f 12„ FLOW LINE SHALL BE MIN. 5,7 BELOW TOP OF CURB 6 POLYEHTYLENE(PE)ADJUSTING RINGS (MIN 4" - MAX 12"). USE - THICKER ADJUSTING RINGS WHEN r .,x_� FEASIBLE TO MINIMIZE NUMBER 24" max:., OF RINGS. T = SHIMMING OF RDJU57ING RINGS � WILL NOT 8E ALLOWED. VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY S- PRECAST BASE SECTION A -A NOTES: 1. REINFORCING T CONSIST OF #4'BARS " O.C. BOTH WAYS 4Q $ �$ 2. GROUT BCTTOM TO DRAIN TO CENTER 3. CORE DRILL INTO EXISTING MANHOLE 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED S. URAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50- IN EACH DIRECTION WITH CLEAN OUT), SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 FOR CLEAN OUT CONSTRUCTION. NO SCALE OK CITY C3F Special Details STANDARD CATCH BASIN P""' 0A-DIE-15 RUGOWITHOUT SUMP (2'X3') I HU-SD-3A Rp.ke3 r- EST.INIP; 0441-19 STEEL POST PAINTED BLUE 9 � SIR }T AS REOUIRED AS RiEOUIED r r CIA3B BOX WITH T-1114' T- 6' AAN COVER STAADPA'E AND STATIONARY ROD W AT RILL EXTENSION) r CORP. STOP r TYPE K COPPER 8X13'X5' MANHOLE BLOCK 7' TYPE K COPPER WATER MAN HORIZONTAL GOOSENECK LOOP SHALL BE NO HIGHER THAN WATERMAN NOTES 1 CURB BOXES INSTALLED N AREAS WHERE BOULEVARD 6 TO BE CUT AT A LATER DATE SHALL BE NSTALLED AT DEPTH REOUIED, CURB BOX EXTENSION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, - CONNECTIONS, ETC.. 2 CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD At WEAPOLLS PATTERN CURB BOXES A-1 OR CRY APPROVED EQUIVALENT. 3 CORP. STOPS SHALL BE FORD BALLOCAP R3600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CRY APPROVED EOUVALENT. PLATE NO. REVISION DATE In HUGO �66E 111 � CITY EST. 1908 RIPRAP DETAIL THE Z J a z G7 G Wa o s 71 w w o0�¢d 4 F-a ota uT z �a2�d'ro w O Of t9�� c zw}.emw Q J ' M ~ U U Z w m � in 0 1 J a PLLI ~ a x � o:rnw- Cqn`-'zwU Inn Lu in w a IZz;DV sa W0F.w0QE O r N r z- x rt gag = m n GiB a. z o� a CC m ry� w x � x 5 o n a w 8 O V 3 ff N 0 ❑ a r X a 0 rc � d Ix a (0 w CO� � c� 6 a d as w a ¢ fL a ❑a - in dr 0 Z = W I0 S wq�a m s Special Details PRN: 03-0i-10 e HU-SD-6 1/4- PLYWOOD EACH AREA •, 4.,, OVER FACE '.� �'''• IS 112 of OPBOLTS TABULATED TOTAL AREA PLW OR CAP FLIIOGED CROSS WYE a'. aim PLUGGED CROW PLUGGED TEE NOTES 1 CONE THRUST BLOCKMO TO BE POURED AGAINST UNDISTURBED EARTH 2 KEEP CONCRETE CLEAR OF "K)NT AND ACCESSORIES a REOIIIED BEARING AREAS AT F17TNG SHALL BE AS NOTED ABOVE UNLESS NDICATED OTHERWISE 4 SEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON T7� STANDARD PLATE 5 ABOVE BEARWO AREAS BASED ON TEST PRESSUiES OF 15) PSI AND AN ALLOWABLE SOL SEARNO STRESS OF 2000 LOS PER SQUARE FOOT TO COMIPI BEARING AREAS FOR DIFFERENT TEST PREH AND SOL BEARNG SIBS, 1.6E 77-E FOLLOWING EOVATION BEARING AREA - (IEST PRE�E/150) X (2000/SOIL BEARNO STRESS) X (TABLE VALVE). PLATE NO. HUGO REVISION DATE NOMINAL FITTING SIZE, INCHE3 TEE, Vi/YE, PLLJG OR CAP 90' BEND, PLUGGED CROSS TEE PLUGGED ON flLll �. BEND 22-1/2" BEhD 11-1/4" BOND Al A2 4 10 1.4 19 14 10 - - s 21 ao 43 ao is to - 8 a8 ra3 7.8 S4 29 15 10 10 Ss as na a4 a.s 2s TZ 12 a5 120 f/.0 120 8.8 a4 1.7 14 115 16i3 2a0 1a3 a9 4:8 23 is 1so 2L3 30.0 213 ns so ao 18 190 27.0 38.0 27.0 14.6 7.6 a8 20 2a5 3a3 47.0 3a3 191 9.4 4.7 24 340 48.0 68.0 4fl0 282 1as 6.8 4' PERFORATED P.E. PIPE (SEE DETAIL BELOW) PROVIUE 4" x 4" TEE AT EACH BUILDING BACK OF CURB LOCATION FOR SUMP PUMP CONNECTION & 4'PVC TO PROPERTY 4 x 4" TEE (TO BE PAID FOR AS LINE (4" PVC PIPE TO BE PAID BY THE 4" PERFORATED RE- PIPE LINEAL FOOT) I PLUG OR CONNECT TO EXISTING SUMP PUMP 11 OUTLET (INCIDENTAL TO PVC PIPE) BURY LONG x#4 REBAR VARIES I FOR LOCATING PURPOSED (INCIDENTAL) I� PROPERTY LINE CB MANHOLE OR CB _ D PROVIDE FOR 6" OPENING IN BACK DF EACH CATCH BASIN STRUCTURE AT THE CENTER OF STRUCTURE DOWN 2.38' FROM TOP CASTING TO INVERT. (INCIDENTAL TO STRUCTURE) P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB NO SCALE TURF ESTABLISHMENT - AGGREGATE BASE (AS SPECIFIED) . a GEOTEXTILE FABRIC a• -a a .4 a. (MnfDOT 3733, TYPE VI 1 GRANULAR BORROW 1' D" AS SPEC IFIEO 6" P ERFORATEO, HEAVY WALL, P.E. PIPE -2 { ) BACKFILLWITH-1hASHED PEA GRAVEL Y n GEOTEXTILE FABRIC OR. SELECT GRANULAR MATERIAL & RAP WITH GE07EXTILE (MNDCT 3733, TYPE 1) V O• (MnJDOT 3733. TYPE V) (ALL TO BE INCLUDED IN UNITPRICE BID PER PER LINEAL FOOT OF 6" PERFORATED P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL NO SCALE Special Details ORIGINAL DATE: MAY 1, 2020 z O W Q' U 07 W 0 z 101^ V\J W n OR I' � J O (n W 0 z 06 in J W 0 PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 DETAILS &NOTES EAGLES LANDING �■ 1. WELL -BLENDED FILTRATION MEDIA TO BE COMPRISED OF (BY VOLUME): 70-85% CLEAN CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33, GRAIN SIZE 0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 COMPOST 2. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 3. BASIN TO REMAIN UNLINED. 4. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. 5. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) PROVIDE 3" FIBROUS SHREDDED WOOD CHIPS AROUND NEW PLANTINGS 3:1 NOTE: ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER OR SUBSOILER) TO 6" MIN. DEPTH PRIOR TO PLACING PLANTING MEDIA 1310—FILTRATION BASIN (P1 N.T.S. GALVANIZED GRATE ELEV=931.50 6" DIA. ORIFICE INV 928.50 POND NWL=928.50 SEE PLAN/PROFILE FOR LENGTH /SLOPE INV 926.00 PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED - SEE SHEET L2) OR USE MnDOT SEED MIX 328 (APPLICATION RATE=88 LBS/ACRE) SEED NOT RECOMMENDED 'r':iwdNe'deA.'/�i9plrf�".'Q:�e9w-•"._ /\\�`�;�%\� i IN —SITU SOILS 18" WELL -BLENDED FILTRATION MEDIA (SEE NOTE #1) AGGREGATE BED W/ 6" PERFORATED DRAINTILE (SEE DETAIL AT RIGHT) b: ;a ELEV=932.50 TOP WALL=931.30 10'-15" RCP @ 0.00% INV 928.10 POND 2 OUTLET STRUCTURE (OCS A NOT DRAWN TO SCALE PVC SCREW CAP (2 INCHES ABOVE GRADE) SOLID STANDPIPE (MIN 4" NON -PERFORATED SCHEDULE 40 PVC) USE 45 DEGREE WYE AND FITTING OR EQUIVALENT TO CONNECT UNDERDRAIN TO STANDPIPE WATERTIGHT PVC CAP ON UPSTREAM END OF UNDERDRAIP DRAIN TILE CLEAN -OUT NOT TO SCALE WELL -BLENDED FILTRATION MEDIA (SEE NOTE #1) 2" CHOKER COURSE O (#8, #78 OR #89 STONE) 6" PERFORATED DRAINTILE (NO SOCK) NON —WOVEN GEOTEXTILE (MNDOT TYPE 1) 928.50 OVER AGGREGATE 12" #57 STONE (AROUND AND ABOVE PIPE) NOTE: OUTSIDE OF BIO-FILTRATION BASIN, USE SOLID PIPE WITHOUT ROCK AND FABRIC DRAINTILE NOT TO SCALE WEIR WALL (FRONT VIEW) 6" DIA. ORIFICE INV 928.50 NYLOPLAST 2411 DRAIN BASIN: 2824AG X (1,21 INTEGRATED DUCTILE IRDN FRAME 3 GRATE TO MATCH BASIN Qa. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECCMMENDATICH pLANSITAKEOFFj {MIN. MANUFACTURING REQ. SAME AS MN. SUMP) {41 VARIOUS TYPES CH INLO & OUTLET ADAPTERS AVAILABLE: 4-- 24" FOR CORRUGATED HDPE (ADS N-12AHANCOR DUAL WALL, ADS41ANMR SINGLE WALL), 4-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40}, PVC C90WC90&, CORRUGATED& RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) i - GRATEMUD COVER SHALL BE DUCTILE IRON PER A57M A53D GME 70- 0Nl 2 • FRAMES SHALL BE DUCTI.E IRON PER ASTM A52G GRADE TDrNS. 3- - DKAN BA5N TO BE UUSTOM MAKUPAUTUREO ACCORDING TC PLAN DETALa RISERS ARE NEEOF0 T0R BASINS CVER W DUE TOSHIPRNG RESTRICTIONS SEE DUVANG NA 7001-110-06& 4 - DRAINAGE CONNECTK:N 5TUR JnIW TI&T1NE5S $HALL CDNFORMTD ASTM 03212 FORCORR}GATED H DFF (ADS 6-12A-MCCR D W4L WALLI. NI2 HF $ PVCSEWEa 5 - AEAPTERS CAN BE MOU N7D ON ANY ANGLE 0"TOW. TO DMRMNE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAMNG NO. 701-11MI2. (5) ADAPTER ANGLES ARIABLE V- 2 9' ArWMNGTO PLANS 16" MIN MUM GUIDELINE 8- MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CDNSIDERATICN LOCAL SOIL CONDITIONS. TRAFFIC LOADING, & OTHER APPLICABLE DESIGN fACTORS. SEE DRAWING NO. 7001.11D•111 FCRNON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCCRCING TO PLAN S (V qIN- BASED ON MANU:ACTURING REO.) 4' MIN THE BACKFILL MATERIAL {HALL BE CRUSHED gTONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS CLASS I I.OR CLASSIII MATERIAL AS DEFINED IN ASTM D2321. BEDDING 9 BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE MATH A5TM d2321. G:RATEOPTIONS LOADRATING PART# DIRAVANG0 PEDESTRIAN MEETS H40 24GGP 7DD-110-21E 5WILARo MEET5 H-2P 249BCC5 7DUI-119-217 SOLID COVER MEETS H-2U 249SCGC 7009-110.218 DOME NUA 24.5 7W1-110-219 DROP IN GRATE LIGHT DUTY 2401EA 7D01-11M75 BUNKER 1316MCKAYDR.NE,SUITE300 AN�6�px�Ay�y HAM LAKE, MN 55304 '111NIOIB��IRAI R01A TYPICAL DETAIL (763) WWW3.ANOKASWCDORG 16 �ImcI mosaw PLAN VIEW PATENT PENDING CROSS-SECTION VIEW PATENT PENDING SLAB DIMENSIONS, DISTANCE FROM CURB, AND CHAMBER ELEVATION MAY VARY WITH SITE ZONDITIONS. THE TOP OF THE METAL GRATE, HOWEVER, SHOULD BE 1.5" - 2" BELOddTHE OVERFLOW ELEVATION AND THE CONCRETE SLAB SHOULD EXTEND WELL BEYOND THE FILTER WALL TO SERVE AS A SPLASH DISSIPATER. 928.02 GE H.C. ACCESS I X 933 GE X GE731.JL SIDEWALK NEAR NW CORNER OF BUILDING B DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 W N O ~ M Q - 0 O 4C) C (a T E �+ Oco N Go 0- L 0 ICU C N cnGo .o w •U (C D 0- 0 0 CL c U L J LE `0-0 cm Z z W r ca a W CD Na W z z_ 0 co O U_ O J _J >0_ co W J � O Q CV _ 6 U N W Q 0 U) w O z 06 C) J_ Q I— w 0 PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 13 2 0 5 10 1 INCH = 10 FEET DETAILS & NOTES I C403 EAGLES LANDING 4.1 TERMINATION OF COVERAGE. [MINN. R. 7090 4.2 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. [MINN. R. 7090] 4.3 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. [MINN. R. 70901 4.4 PERMITTEES MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF THEY MEET ALL OF THE FOLLOWING CONDITIONS: A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS; AND B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER HAS BEEN ESTABLISHED ON THOSE AREAS: AND C. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND D. THE SITE COMPLIES WITH ITEM 13.3 THROUGH 13.7. AFTER PERMIT COVERAGE IS TERMINATED UNDER THIS ITEM, ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OF THE SITE WILL REQUIRE PERMIT COVERAGE IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. [MINN. R. 7090] 4.5 PERMITTEES MAY TERMINATE COVERAGE UPON MPCA APPROVAL AFTER SUBMITTING INFORMATION DOCUMENTING THE OWNER CANCELED THE PROJECT. [MINN. R. 7090] 5.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONTENT [MINN. R. 7090 5.3 THE SWPPP MUST INCORPORATE SPECIFIC BEST MANAGEMENT PRACTICES (BMP) USED TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT. [MINN. R. 70901 5.4 THE SWPPP MUST INCLUDE A NARRATIVE DESCRIBING THE TIMING FOR INSTALLATION OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPs AND A DESCRIPTION OF THE PERMANENT STORMWATER TREATMENT SYSTEMS. [MINN. R. 7090] 5.5 THE SWPPP MUST INCLUDE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS ALONG WITH PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMPS AS NECESSARY FOR THE SITE CONDITIONS DURING CONSTRUCTION. STANDARD DETAILS AND/OR SPECIFICATIONS FOR BMPS MUST BE INCLUDED IN THE FINAL PLANS AND SPECIFICATIONS FOR THE PROJECT. [MINN. R. 70901 5.6 THE SWPPP MUST INCLUDE THE CALCULATIONS AND OTHER INFORMATION USED FOR THE DESIGN OF TEMPORARY SEDIMENT BASINS AND ANY OF THE PERMANENT STORMWATER TREATMENT SYSTEMS REQUIRED IN SECTION 15. [MINN. R. 7090] 5.7 THE SWPPP MUST INCLUDE ESTIMATED QUANTITIES ANTICIPATED AT THE START OF THE PROJECT FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (E.G., LINEAR FEET OF SILT FENCE OR SQUARE FEET OF EROSION CONTROL BLANKET). [MINN. R. 70901 5.8 THE SWPPP MUST INCLUDE THE NUMBER OF ACRES OF IMPERVIOUS SURFACE FOR BOTH PRE- AND POST -CONSTRUCTION. [MINN. R. 7090] 5.9 THE SWPPP MUST INCLUDE A SITE MAP WITH EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE OR ENTERING A SURFACE WATER. THE SITE MAP MUST INDICATE THE AREAS OF STEEP SLOPES. THE SITE MAP MUST ALSO INCLUDE IMPERVIOUS SURFACES, SOIL TYPES AND LOCATIONS OF POTENTIAL POLLUTANT -GENERATING ACTIVITIES AS IDENTIFIED IN SECTION 12. [MINN. R. 7090] 5.10 THE SWPPP MUST INCLUDE A MAP OF ALL SURFACE WATERS, EXISTING WETLANDS, AND STORMWATER PONDS OR BASINS THAT CAN BE IDENTIFIED ON MAPS SUCH AS UNITED STATES GEOLOGICAL SURVEY 7.5 MINUTE QUADRANGLE MAPS, THE NATIONAL WETLAND INVENTORY MAP OR EQUIVALENT MAPS AND ARE WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER FROM THE CONSTRUCTION SITE, DURING OR AFTER CONSTRUCTION. THE SWPPP MUST IDENTIFY IF THE SURFACE WATERS ARE SPECIAL OR IMPAIRED WATERS. [MINN. R. 70901 5.11 THE SWPPP MUST INCLUDE A SITE MAP SHOWING CONSTRUCTION ACTIVITY AREAS THAT ARE ADJACENT TO AND DRAIN TO PUBLIC WATERS FOR WHICH THE DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES. [MINN. R. 70901 5.12 PERMITTEES MUST IDENTIFY LOCATIONS OF 50' BUFFER ZONES AS REQUIRED IN ITEM 9.17 AND 100' PERMANENT BUFFER ZONES AS REQUIRED IN ITEM 23.11, ON PLAN SHEETS IN THE SWPPP. [MINN. R. 70901 5.13 IF PERMITTEES DETERMINE COMPLIANCE WITH THE FOLLOWING REQUIREMENTS IS INFEASIBLE, THEY MUST DOCUMENT THE DETERMINATION IN THE SWPPP: a. TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14; AND b. FOR LINEAR PROJECTS, IF THE PERMANENT STORMWATER TREATMENT SYSTEM CANNOT BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY, A REASONABLE ATTEMPT MUST BE MADE TO OBTAIN ADDITIONAL RIGHT-OF-WAY (ITEM 15.9); AND c. BUFFER ZONES AS DESCRIBED IN ITEM 9.17 AND ITEM 23.11. [MINN. R. 7090] 5.14 IF PERMITTEES DETERMINE THAT A TEMPORARY SEDIMENT BASIN IS INFEASIBLE AS DESCRIBED IN ITEM 14.10, THE SWPPP MUST DESCRIBE THE ALTERNATIVE BMPS USED. [MINN. R. 7090] 5.15 WHERE SYSTEMS CANNOT MEET THE FULL VOLUME REDUCTION REQUIREMENT ON SITE, (E.G., THE SITE HAS INFILTRATION PROHIBITIONS, SEE ITEM 16.14 THROUGH ITEM 16.21) THE PERMITTEE MUST DOCUMENT THE REASONS IN THE SWPPP. [MINN. R. 7090] 5.16 THE SWPPP MUST INCLUDE ANY STORMWATER MITIGATION MEASURES PROPOSED TO BE PART OF THE FINAL PROJECT IN ANY ENVIRONMENTAL REVIEW DOCUMENT, ENDANGERED SPECIES REVIEW, ARCHEOLOGICAL OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW CONDUCTED FOR THE PROJECT. FOR PURPOSES OF THIS PERMIT, MITIGATION MEASURES MEANS ACTIONS NECESSARY TO AVOID, MINIMIZE, OR MITIGATE FOR IMPACTS RELATED TO EROSION PREVENTION, SEDIMENT CONTROL THE PERMANENT STORMWATER TREATMENT SYSTEM POLLUTION PREVENTION MANAGEMENT MEASURES AND DISCHARGES ASSOCIATED WITH THE PROJECT'S CONSTRUCTION ACTIVITY. [MINN. R. 7090] 5.17 THE SWPPP MUST DESCRIBE THE METHODS USED FOR PERMANENT COVER OF ALL EXPOSED SOIL AREAS. [MINN. R. 7090] 5.18 PERMITTEES MUST IDENTIFY THE LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE THE DURATION OF EXPOSED SOIL AREAS IN THE SWPPP. R. 7090 [MINN. ] 5.19 FOR PROJECTS WITH A DISCHARGE POINT ON THE PROJECT WITHIN ONE (1) MILE (AERIAL RADIUS MEASUREMENT) OF AND WHICH FLOWS TO AN IMPAIRED WATER, PERMITTEES MUST IDENTIFY THE IMPAIRED WATER(S), AND ANY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (USEPA)-APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) FOR THE POLLUTANT(S) OR STRESSOR(S) DESCRIBED IN ITEM 23.7. PERMITTEES' IDENTIFICATION MUST INCLUDE THOSE TMDLS APPROVED AT ANY TIME PRIOR TO PERMIT APPLICATION SUBMITTAL AND ARE STILL IN EFFECT. [MINN. R. 7090] 5.20 PERMITTEES MUST DOCUMENT IN THE SWPPP, ALL TRAINED INDIVIDUALS IDENTIFIED IN ITEM 21.2. DOCUMENTATION MUST INCLUDE: a. NAMES OF PERSONNEL REQUIRED TO BE TRAINED; AND b. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING; AND C. CONTENT OF TRAINING COURSE. IF PERMITTEES DO NOT KNOW THE NAMES OF THE INDIVIDUALS AT THE TIME OF APPLICATION, THE PERMITTEES MUST ENSURE THEY DOCUMENT TRAINING BEFORE CONSTRUCTION ACTIVITY COMMENCES. [MINN. R. 70901 5.21 THE SWPPP MUST IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL COORDINATE WITH ALL CONTRACTORS, SUBCONTRACTORS, AND OPERATORS ON -SITE TO OVERSEE THE IMPLEMENTATION OF THE SWPPP. [MINN. R. 70901 5.22 THE SWPPP MUST DESCRIBE ANY SPECIFIC CHEMICALS AND CHEMICAL TREATMENT SYSTEMS USED FOR ENHANCING THE SEDIMENTATION PROCESS AND HOW IT ACHIEVES COMPLIANCE WITH ITEM 9.18. [MINN. R. 70901 5.23 THE SWPPP MUST IDENTIFY THE PERSON(S), ORGANIZATIONS, OR ENTITIES RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF PERMANENT STORMWATER TREATMENT SYSTEMS. [MINN. R. 7090] 5.24 THE SWPPP MUST DESCRIBE METHODS TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES COMPACTION. [MINN. R. 7090] 5.25 THE SWPPP MUST INCLUDE ANY SITE ASSESSMENTS FOR GROUNDWATER OR SOIL CONTAMINATION REQUIRED IN ITEM 16.15. [MINN. R. 70901 5.26 THE SWPPP MUST ACCOUNT FOR THE FOLLOWING FACTORS IN DESIGNING TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS: a. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION; AND b. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES; AND C. THE STORMWATER VOLUME, VELOCITY, AND PEAK FLOWRATES TO MINIMIZE DISCHARGE OF POLLUTANTS IN STORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS; AND d. THE RANGE OF SOIL PARTICLES SIZES EXPECTED TO BE PRESENT. [ MINN. R. 7090] 6.1 SWPPP AMENDMENTS. [MINN. R. 7090 6.2 ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.E OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. [MINN. R. 7090] 6.3 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. [MINN. R. 70901 6.4 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. [MINN. R. 7050.0210] 7.1 BMP SELECTION AND INSTALLATION. [MINN. R. 70901 7.2 PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. [MINN. R. 70901 8.1 EROSION PREVENTION PRACTICES. [MINN. R. 7090 8.2 BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. [MINN. R. 7090] 8.3 PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). [MINN. R. 70901 8.4 PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. [MINN. R. 70901 8.5 FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. [MINN. R. 7090] 8.6 PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 7090] 8.7 TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. [MINN. R. 70901 8.8 PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. [MINN. R. 7090] 8.9 PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090] 8.10 PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. [MINN. R. 7090] 9.1 SEDIMENT CONTROL PRACTICES. [MINN. R. 7090 9.2 PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. [MINN. R. 7090] 9.3 IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. [MINN. R. 7090] 9.4 TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. [MINN. R. 7090] 9.5 A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. [MINN. R. 70901 9.6 PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. [MINN. R. 7090] 9.7 PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. [MINN. R. 7090] 9.8 PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. [MINN. R. 70901 9.9 PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. [MINN. R. 7090] 9.10 PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. [MINN. R. 7090] 9.11 PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. MINN. R. 7090 9.12 PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. [MINN. R. 70901 9.13 PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. [MINN. R. 70901 9.14 IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. [MINN. R. 7090] 9.15 PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. [MINN. R. 7090] 9.16 PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. [MINN. R. 7090] 9.17 PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. [MINN. R. 7090] 9.18 PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. [MINN. R. 70901 10.1 DEWATERING AND BASIN DRAINING. [MINN. R. 7090 10.2 PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. [MINN. R. 7050.0210] 10.3 IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. [MINN. R. 7090] 10.4 PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. [MINN. R. 70901 10.5 IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. [MINN. R. 70901 11.1 INSPECTIONS AND MAINTENANCE. [MINN. R. 7090 11.2 PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.6, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. [MINN. R. 70901 11.3 PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. [MINN. R. 7090] 11.4 PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. [MINN. R. 70901 11.5 DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. [MINN. R. 7090] 11.6 PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. [MINN. R. 7090] 11.7 PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. [MINN. R. 7090] 11.8 PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. [MINN. R. 7090] 11.9 PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. [MINN. R. 7090] 11.10 PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: A. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR B. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR C. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. [MINN. R. 70901 1 1.1 1 PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: A. DATE AND TIME OF INSPECTIONS; AND B. NAME OF PERSONS CONDUCTING INSPECTIONS; AND C. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND E. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND F. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. [MINN. R. 70901 12.1 POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN. R. 7090 12.2 PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. [MINN. R. 7090] 12.3 PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. [MINN. R. 70901 12.4 PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM -BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. [MINN. R. 7090] 12.5 PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. [MINN. R. 70351 12.6 PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. [MINN. R. 7041] 12.7 PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. [MINN. STAT. 115.061] 12.8 PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. [MINN. R. 70901 12.9 PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. [MINN. R. 7035, MINN. R. 7090] 13.1 PERMIT TERMINATION CONDITIONS. [MINN. R. 7090 13.2 PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. [MINN. R. 7090] 13.3 PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. [MINN. R. 70901 13.4 PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. [MINN. R. 70901 13.5 PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON -SITE IN PLACE. [MINN. R. 70901 13.6 FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. [MINN. R. 7090] 13.7 FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. [MINN. R. 70901 14.1 TEMPORARY SEDIMENT BASINS. [MINN. R. 70901 14.2 WHERE FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. PERMITTEES MAY CONVERT A TEMPORARY SEDIMENT BASIN TO A PERMANENT BASIN AFTER CONSTRUCTION IS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OF DISTURBED SOIL TO LESS THAN FIVE (5) ACRES DRAINING TO A COMMON LOCATION. [ PROVISIONS TO MINN. R. 7090] 14.3 THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER. [MINN. R. 7090] 14.4 WHERE PERMITTEES HAVE NOT CALCULATED THE TWO (2)-YEAR, 24-HOUR STORM RUNOFF AMOUNT, THE TEMPORARY BASIN MUST PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF THE BASINS' DRAINAGE AREA. [MINN. R. 7090] 14.5 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. [MINN. R. 70901 14.6 PERMITTEES MUST DESIGN THE OUTLET STRUCTURE TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OF POLLUTANTS. PERMITTEES MAY TEMPORARILY SUSPEND THE USE OF A SURFACE WITHDRAWAL MECHANISM DURING FROZEN CONDITIONS. THE BASIN MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. [MINN. R. 7090] 14.7 PERMITTEES MUST PROVIDE ENERGY DISSIPATION FOR THE BASIN OUTLET WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. [MINN. R. 7090] 14.8 PERMITTEES MUST LOCATE TEMPORARY BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. [MINN. R. 70901 14.9 PERMITTEES MUST CONSTRUCT THE TEMPORARY BASINS PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO A COMMON LOCATION. [MINN. R. 7090] 14.10 WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF ITEM 14.3 THROUGH 14.9 IS INFEASIBLE, PERMITTEES MUST INSTALL EFFECTIVE SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS, SILT FENCES, VEGETATIVE BUFFER STRIPS OR ANY APPROPRIATE COMBINATION OF MEASURES AS DICTATED BY INDIVIDUAL SITE CONDITIONS. IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, PERMITTEES MUST CONSIDER PUBLIC SAFETY AND MAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON -SITE. PERMITTEES MUST DOCUMENT THIS DETERMINATION OF INFEASIBILITY IN THE SWPPP. [MINN. R. 70901 imow:i:lk/_1kN1:I►II&ICS]:Iu►9%Vigo ig l:f_l19ul:IkNIIyi&lg:livimi•IIiqlIiqlmziK&OZC 15.2 PERMITTEES MUST DESIGN THE PROJECT SO ALL STORMWATER DISCHARGED FROM THE PROJECT DURING AND AFTER CONSTRUCTION ACTIVITIES DOES NOT CAUSE A VIOLATION OF STATE WATER QUALITY STANDARDS, INCLUDING NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR A SIGNIFICANT ADVERSE IMPACT TO WETLANDS CAUSED BY INUNDATION OR DECREASE OF FLOW. [MINN. R. 70901 15.3 PERMITTEES MUST DESIGN AND CONSTRUCT A PERMANENT STORMWATER TREATMENT SYSTEM TO TREAT THE WATER QUALITY VOLUME IF THE PROJECT'S ULTIMATE DEVELOPMENT REPLACES VEGETATION AND/OR OTHER PERVIOUS SURFACES CREATING A NET INCREASE OF ONE (1) OR MORE ACRES OF CUMULATIVE IMPERVIOUS SURFACE. [MINN. R. 7090] 15.4 PERMITTEES MUST CALCULATE THE WATER QUALITY VOLUME AS ONE (1) INCH TIMES THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 15.5 PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON -SITE (E.G., INFILTRATION OR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM. IF THIS PERMIT PROHIBITS INFILTRATION AS DESCRIBED IN ITEM 16.14 THROUGH ITEM 16.21, PERMITTEES MAY CONSIDER A WET SEDIMENTATION BASIN, FILTRATION BASIN OR REGIONAL POND. THIS PERMIT DOES NOT CONSIDER WET SEDIMENTATION BASINS AND FILTRATION SYSTEMS TO BE VOLUME REDUCTION PRACTICES. [MINN. R. 70901 15.5 PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON -SITE (E.G., INFILTRATION OR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM. IF THIS PERMIT PROHIBITS INFILTRATION AS DESCRIBED IN ITEM 16.14 THROUGH ITEM 16.21, PERMITTEES MAY CONSIDER A WET SEDIMENTATION BASIN, FILTRATION BASIN OR REGIONAL POND. THIS PERMIT DOES NOT CONSIDER WET SEDIMENTATION BASINS AND FILTRATION SYSTEMS TO BE VOLUME REDUCTION PRACTICES. [MINN. R. 7090] 15.6 FOR PROJECTS WHERE THE FULL VOLUME REDUCTION REQUIREMENT CANNOT BE MET ON -SITE, (E.G., THE SITE HAS INFILTRATION PROHIBITIONS), PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. [MINN. R. 7090] 15.7 PERMITTEES MUST DISCHARGE THE WATER QUALITY VOLUME TO A PERMANENT STORMWATER TREATMENT SYSTEM PRIOR TO DISCHARGE TO A SURFACE WATER. FOR PURPOSES OF THIS ITEM, SURFACE WATERS DO NOT INCLUDE MAN-MADE DRAINAGE SYSTEMS THAT CONVEY STORMWATER TO A PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 70901 15.8 WHERE THE PROXIMITY TO BEDROCK PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER TREATMENT PRACTICES REQUIRED BY SECTIONS 15 THROUGH 19, PERMITTEES MUST INSTALL OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS, PRIOR TO THE DISCHARGE OF STORMWATER TO SURFACE WATERS. [MINN. R. 7090] 15.9 FOR LINEAR PROJECTS WHERE PERMITTEES CANNOT TREAT THE ENTIRE WATER QUALITY VOLUME WITHIN THE EXISTING RIGHTOF-WAY, PERMITTEES MUST MAKE A REASONABLE ATTEMPT TO OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION FOR STORMWATER TREATMENT DURING THE PROJECT PLANNING PROCESS. DOCUMENTATION OF THESE ATTEMPTS MUST BE IN THE SWPPP. PERMITTEES MUST STILL CONSIDER VOLUME REDUCTION PRACTICES FIRST AS DESCRIBED IN ITEM 15.5. IF PERMITTEES CANNOT OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION, THEY MUST MAXIMIZE THE TREATMENT OF THE WATER QUALITY VOLUME PRIOR TO DISCHARGE TO SURFACE WATERS. [MINN. R. 70901 16.1 INFILTRATION SYSTEMS. [MINN. R. 7090 16.2 INFILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, RAINWATER GARDENS, BIORETENTION AREAS WITHOUT UNDERDRAINS, SWALES WITH IMPERMEABLE CHECK DAMS, AND NATURAL DEPRESSIONS. IF PERMITTEES UTILIZE AN INFILTRATION SYSTEM TO MEET THE REQUIREMENTS OF THIS PERMIT, THEY MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 16.3 THROUGH ITEM 16.21. PERMITTEES MUST FOLLOW THE INFILTRATION PROHIBITION IN ITEM 16.14 ANYTIME AN INFILTRATION SYSTEM IS DESIGNED, INCLUDING THOSE NOT REQUIRED BY THIS PERMIT. [MINN. R. 7090] 16.3 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS SUCH THAT PRE-EXISTING HYDROLOGIC CONDITIONS OF WETLANDS IN THE VICINITY ARE NOT IMPACTED (E.G., INUNDATION OR BREACHING A PERCHED WATER TABLE SUPPORTING A WETLAND). [MINN. R. 70901 16.4 PERMITTEES MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. [MINN. R. 7090] 16.5 WHEN EXCAVATING AN INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. [MINN. R. 70901 16.6 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, FOREBAY, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO REMOVE SOLIDS, FLOATING MATERIALS, AND OIL AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE THE SYSTEM ROUTES STORMWATER TO THE INFILTRATION SYSTEM. [MINN. R. 70901 16.7 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS TO PROVIDE A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 16.8 PERMITTEES MUST DESIGN THE INFILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. PERMITTEES MUST ROUTE ADDITIONAL FLOWS THAT CANNOT INFILTRATE WITHIN 48 HOURS TO BYPASS THE SYSTEM THROUGH A STABILIZED DISCHARGE POINT. [MINN. R. 7090] 16.9 PERMITTEES MUST PROVIDE A MEANS TO VISUALLY VERIFY THE INFILTRATION SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA SURFACE WITHIN 48 HOURS OR LESS. [MINN. R. 7090] 16.10 PERMITTEES MUST PROVIDE AT LEAST ONE SOIL BORING, TEST PIT OR INFILTROMETER TEST IN THE LOCATION OF THE INFILTRATION PRACTICE FOR DETERMINING INFILTRATION RATES. [MINN. R. 70901 16.11 FOR DESIGN PURPOSES, PERMITTEES MUST DIVIDE FIELD MEASURED INFILTRATION RATES BY 2 AS A SAFETY FACTOR OR PERMITTEES CAN USE SOIL -BORING RESULTS WITH THE INFILTRATION RATE CHART IN THE MINNESOTA STORMWATER MANUAL TO DETERMINE DESIGN INFILTRATION RATES. WHEN SOIL BORINGS INDICATE TYPE A SOILS, PERMITTEES SHOULD PERFORM FIELD MEASUREMENTS TO VERIFY THE RATE IS NOT ABOVE 8.3 INCHES PER HOUR. THIS PERMIT PROHIBITS INFILTRATION IF THE FIELD MEASURED INFILTRATION RATE IS ABOVE 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.12 PERMITTEES MUST EMPLOY APPROPRIATE ON -SITE TESTING ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION FROM THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED INFILTRATION SYSTEM. [MINN. R. 70901 16.13 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE INFILTRATION SYSTEM. [MINN. R. 7090] 16.14 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS THAT RECEIVE RUNOFF FROM VEHICLE FUELING AND MAINTENANCE AREAS INCLUDING CONSTRUCTION OF INFILTRATION SYSTEMS NOT REQUIRED BY THIS PERMIT. [MINN. R. 70901 16.15 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WHERE INFILTRATING STORMWATER MAY MOBILIZE HIGH LEVELS OF CONTAMINANTS IN SOIL OR GROUNDWATER. PERMITTEES MUST EITHER COMPLETE THE MPCA'S CONTAMINATION SCREENING CHECKLIST OR CONDUCT THEIR OWN ASSESSMENT TO DETERMINE THE SUITABILITY FOR INFILTRATION. PERMITTEES MUST RETAIN THE CHECKLIST OR ASSESSMENT WITH THE SWPPP. FOR MORE INFORMATION AND TO ACCESS THE MPCA'S "CONTAMINATION SCREENING CHECKLIST" SEE THE MINNESOTA STORMWATER MANUAL. [MINN. R. 7090] 16.16 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WHERE SOIL INFILTRATION RATES ARE FIELD MEASURED AT MORE THAN 8.3 INCHES PER HOUR UNLESS THEY AMEND SOILS TO SLOW THE INFILTRATION RATE BELOW 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.17 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITH LESS THAN THREE (3) FEET OF SEPARATION DISTANCE FROM THE BOTTOM OF THE INFILTRATION SYSTEM TO THE ELEVATION OF THE SEASONALLY SATURATED SOILS OR THE TOP OF BEDROCK. [MINN. R. 7090] 16.18 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS OF PREDOMINATELY HYDROLOGIC SOIL GROUP TYPE D SOILS (CLAY). [MINN. R. 70901 16.19 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WITHIN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA) AS DEFINED IN MINN. R. 4720.5100, SUBP. 13, IF THE SYSTEM WILL BE LOCATED: A. IN AN EMERGENCY RESPONSE AREA (ERA) WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY AS DEFINED BY THE MINNESOTA DEPARTMENT OF HEALTH; OR B. IN AN ERA WITHIN A DWSMA CLASSIFIED AS MODERATE VULNERABILITY UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER; OR C. OUTSIDE OF AN ERA WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY, UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER. SEE "HIGHER LEVEL OF ENGINEERING REVIEW" IN THE MINNESOTA STORMWATER MANUAL FOR MORE INFORMATION. [MINN. R. 7090] 16.20 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITHIN 1,000 FEET UPGRADIENT OR 100 FEET DOWNGRADIENT OF ACTIVE KARST FEATURES. [MINN. R. 7090] 16.21 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS THAT RECEIVE RUNOFF FROM THE FOLLOWING INDUSTRIAL FACILITIES NOT AUTHORIZED TO INFILTRATE STORMWATER UNDER THE NPDES STORMWATER PERMIT FOR INDUSTRIAL ACTIVITIES: AUTOMOBILE SALVAGE YARDS; SCRAP RECYCLING AND WASTE RECYCLING FACILITIES; HAZARDOUS WASTE TREATMENT, STORAGE, OR DISPOSAL FACILITIES; OR AIR TRANSPORTATION FACILITIES THAT CONDUCT DEICING ACTIVITIES. [MINN. R. 70901 17.1 FILTRATION SYSTEMS. [MINN. R. 7090 17.2 FILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: SAND FILTERS WITH UNDERDRAINS, BIOFILTRATION AREAS, SWALES USING UNDERDRAINS WITH IMPERMEABLE CHECK DAMS AND UNDERGROUND SAND FILTERS. IF PERMITTEES UTILIZE A FILTRATION SYSTEM TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT, THEY MUST COMPLY WITH ITEMS 17.3 THROUGH 17.11. [MINN. R. 7090] 17.3 PERMITTEES MUST NOT INSTALL FILTER MEDIA UNTIL THEY CONSTRUCT AND FULLY STABILIZE THE CONTRIBUTING DRAINAGE AREA UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE FILTRATION AREA. [MINN. R. 7090] 17.4 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO REMOVE AT LEAST 80 PERCENT OF TSS. [MINN. R. 70901 17.5 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, WATER QUALITY INLET, FOREBAY OR HYDRODYNAMIC SEPARATOR TO REMOVE SETTLEABLE SOLIDS, FLOATING MATERIALS, AND OILS AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE RUNOFF ENTERS THE FILTRATION SYSTEM. [MINN. R. 7090] 17.6 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO TREAT A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 17.7 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. ADDITIONAL FLOWS THAT THE SYSTEM CANNOT FILTER WITHIN 48 HOURS MUST BYPASS THE SYSTEM OR DISCHARGE THROUGH AN EMERGENCY OVERFLOW. [MINN. R. 7090] 17.8 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO PROVIDE A MEANS TO VISUALLY VERIFY THE SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA WITHIN 48 HOURS. [MINN. R. 7090] 17.9 PERMITTEES MUST EMPLOY APPROPRIATE ON -SITE TESTING TO ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION BETWEEN THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED FILTRATION SYSTEM. [MINN. R. 70901 17.10 PERMITTEES MUST ENSURE THAT FILTRATION SYSTEMS WITH LESS THAN THREE (3) FEET OF SEPARATION BETWEEN SEASONALLY SATURATED SOILS OR FROM BEDROCK ARE CONSTRUCTED WITH AN IMPERMEABLE LINER. [MINN. R. 70901 17.11 THE PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE FILTRATION SYSTEM. [MINN. R. 7090] STORM WATER POLLUTION PREVENTION PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 Z O H d 0 U) w 0 Z O U) > w w I- 0 O 1= c6 � >, E - c6 N O fl - D co ` O O ��O c N cnca 0) c � .O � j 2 c •T - mI c Q- O O O_. O O c U L J N _r O J d w J of O Q N 2 6 U N LLI Q 0 Z O I- Z w > c w Z 0- C y 0 Z W Z Q CA �j m J J o a Lu NMI0 0Y ca ax = w W = Q 2 w O H- U) PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C501 18.1 WET SEDIMENTATION BASIN. [MINN. R. 70901 18.2 PERMITTEES USING A WET SEDIMENTATION BASIN TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 18.3 THROUGH 18.10. [MINN. R. 7090] 18.3 PERMITTEES MUST DESIGN THE BASIN TO HAVE A PERMANENT VOLUME OF 1,800 CUBIC FEET OF STORAGE BELOW THE OUTLET PIPE FOR EACH ACRE THAT DRAINS TO THE BASIN. THE BASIN'S PERMANENT VOLUME MUST REACH A MINIMUM DEPTH OF AT LEAST THREE (3) FEET AND MUST HAVE NO DEPTH GREATER THAN 10 FEET. PERMITTEES MUST CONFIGURE THE BASIN TO MINIMIZE SCOUR OR RESUSPENSION OF SOLIDS. [MINN. R. 70901 18.4 PERMITTEES MUST DESIGN THE BASIN TO PROVIDE LIVE STORAGE FOR A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 18.5 PERMITTEES MUST DESIGN BASIN OUTLETS SO THE WATER QUALITY VOLUME DISCHARGES AT NO MORE THAN 5.66 CUBIC FEET PER SECOND (CFS) PER ACRE OF SURFACE AREA OF THE BASIN. [MINN. R. 70901 18.6 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASIN OUTLETS MUST HAVE ENERGY DISSIPATION. [MINN. R. 70901 18.7 PERMITTEES MUST DESIGN THE BASIN TO INCLUDE A STABILIZED EMERGENCY OVERFLOW TO ACCOMMODATE STORM EVENTS IN EXCESS OF THE BASIN'S HYDRAULIC DESIGN. [MINN. R. 7090] 18.8 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE BASIN. [MINN. R. 7090] 18.9 PERMITTEES MUST LOCATE BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. PERMITTEES MUST DESIGN BASINS TO AVOID DRAINING WATER FROM WETLANDS UNLESS THE IMPACT TO THE WETLAND COMPLIES WITH THE REQUIREMENTS OF SECTION 22. [MINN. R. 70901 18.10 PERMITTEES MUST DESIGN BASINS USING AN IMPERMEABLE LINER IF LOCATED WITHIN ACTIVE KARST TERRAIN. [MINN. R. 7090] 19.1 REGIONAL WET SEDIMENTATION BASINS. [MINN. R. 70901 19.2 WHEN THE ENTIRE WATER QUALITY VOLUME CANNOT BE RETAINED ONSITE, PERMITTEES CAN USE OR CREATE REGIONAL WET SEDIMENTATION BASINS PROVIDED THEY ARE CONSTRUCTED BASINS, NOT A NATURAL WETLAND OR WATER BODY, (WETLANDS USED AS REGIONAL BASINS MUST BE MITIGATED FOR, SEE SECTION 22). THE OWNER MUST ENSURE THE REGIONAL BASIN CONFORMS TO ALL REQUIREMENTS FOR A WET SEDIMENTATION BASIN AS DESCRIBED IN ITEMS 18.3 THROUGH 18.10 AND MUST BE LARGE ENOUGH TO ACCOUNT FOR THE ENTIRE AREA THAT DRAINS TO THE REGIONAL BASIN. PERMITTEES MUST VERIFY THAT THE REGIONAL BASIN WILL DISCHARGE AT NO MORE THAN 5.66 CFS PER ACRE OF SURFACE AREA OF THE BASIN AND MUST PROVIDE A LIVE STORAGE VOLUME OF ONE INCH TIMES ALL THE IMPERVIOUS AREA DRAINING TO THE BASIN. PERMITTEES CANNOT SIGNIFICANTLY DEGRADE WATERWAYS BETWEEN THE PROJECT AND THE REGIONAL BASIN. THE OWNER MUST OBTAIN WRITTEN AUTHORIZATION FROM THE APPLICABLE LGU OR PRIVATE ENTITY THAT OWNS AND MAINTAINS THE REGIONAL BASIN. [MINN. R. 7090] 20.1 SWPPP AVAILABILITY. [MINN. R. 7090 20.2 PERMITTEES MUST KEEP THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING NORMAL WORKING HOURS BY PERMITTEES WHO HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. [MINN. R. 7090] 21.1 TRAINING REQUIREMENTS. [MINN. R. 70901 21.2 PERMITTEES MUST ENSURE ALL OF THE FOLLOWING INDIVIDUALS RECEIVE TRAINING AND THE CONTENT AND EXTENT OF THE TRAINING IS COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT: A. INDIVIDUALS PREPARING THE SWPPP FOR THE PROJECT. B. INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION MAINTENANCE AND REPAIR OF BMPS. MINN. R. 7090 21.3 PERMITTEES MUST ENSURE INDIVIDUALS IDENTIFIED IN SECTION 21 RECEIVE TRAINING FROM LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER TREATMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. PERMITTEES MUST ENSURE THESE INDIVIDUALS ATTEND A REFRESHER -TRAINING COURSE EVERY THREE (3) YEARS. [MINN. R. 7090] 23.1 ADDITIONAL REQUIREMENTS FOR DISCHARGES TO SPECIAL (PROHIBITED, RESTRICTED, OTHER) AND IMPARIED WATERS. [MINN. R. 70901 23.6 DISCHARGES TO THE TROUT STREAMS (OTHER SPECIAL WATER) LISTED IN MINN. R. 6264.0050,SUBP. 4 MUST INCORPORATE THE BMPS OUTLINED IN ITEMS 23.9, 23.10, 23.11, AND 23.12. [MINN.R.6264.0050, SUBP. 4] 23.9 PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4 AND COMPLETE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 70901 23.10 PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. [MINN.R. 7090] 23.11 PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100 LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAIN THIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENT FEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHER ENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLY DOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT IS NECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWS REPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUST MINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTS OF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT (DOUBLE) BMPS AND MUST DOCUMENT THIS IN THE SWPPP FOR THE PROJECT. [ MINN. R. 70901 23.12 PERMITTEES MUST DESIGN THE PERMANENT STORMWATER TREATMENT SYSTEM SO THE DISCHARGE FROM THE PROJECT MINIMIZES ANY INCREASE IN THE TEMPERATURE OF TROUT STREAMS RESULTING FROM THE ONE (1) AND TWO (2) YEAR 24-HOUR PRECIPITATION EVENTS. THIS INCLUDES ALL TRIBUTARIES OF DESIGNATED TROUT STREAMS LOCATED WITHIN THE SAME PUBLIC LAND SURVEY SYSTEM (PLSS) SECTION. PERMITTEES MUST INCORPORATE ONE OR MORE OF THE FOLLOWING MEASURES, IN ORDER OF PREFERENCE; a. PROVIDE STORMWATER INFILTRATION OR OTHER VOLUME REDUCTION PRACTICES AS DESCRIBED IN ITEM 15.4 AND 15.5 TO REDUCE RUNOFF. INFILTRATION SYSTEMS MUST DISCHARGE ALL STORMWATER ROUTED TO THE SYSTEM WITHIN 24 HOURS. b. PROVIDE STORMWATER FILTRATION AS DESCRIBED IN SECTION 17. FILTRATION SYSTEMS MUST DISCHARGE ALL STORMWATER ROUTED TO THE SYSTEM WITHIN 24 HOURS. c. MINIMIZE THE DISCHARGE FROM CONNECTED IMPERVIOUS SURFACED BY DISCHARGING TO VEGETATED AREAS, OR GRASS SWALES, AND THROUGH THE USE OF NON-STRUCTURAL CONTROLS. d. IF PONDING IS USED, THE DESIGN MUST INCLUDE AN APPROPRIATE COMBINATION OF MEASURES SUCH AS SHADING, VEGETATED SWALE DISCHARGES OR CONSTRUCTED WETLAND TREATMENT CELLS THAT LIMIT TEMPERATURE INCREASES. THE POND MUST BE DESIGNED AS A DRY POND AND SHOULD DRAW DOWN IN 24 HOURS OR LESS. e. OTHER METHODS THAT MINIMIZE ANY INCREASE IN THE TEMPERATURE OF THE TROUT STREAM. [MINN. R. 7090] 24.1 GENERAL PROVISIONS. [MINN. R. 70901 24.2 IF THE MPCA DETERMINES THAT AN INDIVIDUAL PERMIT WOULD MORE APPROPRIATELY REGULATE THE CONSTRUCTION ACTIVITY, THE MPCA MAY REQUIRE AN INDIVIDUAL PERMIT TO CONTINUE THE CONSTRUCTION ACTIVITY. COVERAGE UNDER THIS GENERAL PERMIT WILL REMAIN IN EFFECT UNTIL THE MPCA ISSUES AN INDIVIDUAL PERMIT. [MINN. R. 7001.0210, SUBP. 6] 24.3 IF THE PERMITTEE CANNOT MEET THE TERMS AND CONDITIONS OF THIS GENERAL PERMIT, AN OWNER MAY REQUEST AN INDIVIDUAL PERMIT, IN ACCORDANCE WITH MINN. R. 7001.0210 SUBP. 6. [MINN. R. 7001.0210, SUBP. 6] 24.4 ANY INTERESTED PERSON MAY PETITION THE MPCA TO REQUIRE AN INDIVIDUAL NPDES/SDS PERMIT IN ACCORDANCE WITH 40 CFR 122.28(B)(3). [40 CFR 122.29(B)(3)] 24.5 PERMITTEES MUST MAKE THE SWPPP, INCLUDING ALL INSPECTION REPORTS, MAINTENANCE RECORDS, TRAINING RECORDS AND OTHER INFORMATION REQUIRED BY THIS PERMIT, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE (3) DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT AND FOR THREE (3) YEARS FOLLOWING THE NOT. [MINN. R. 7090] 24.6 PERMITTEES MAY NOT ASSIGN OR TRANSFER THIS PERMIT EXCEPT WHEN THE TRANSFER OCCURS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF ITEM 3.7 AND 3.8. [MINN. R. 7090] 24.7 NOTHING IN THIS PERMIT MUST BE CONSTRUED TO RELIEVE THE PERMITTEES FROM CIVIL OR CRIMINAL PENALTIES FOR NONCOMPLIANCE WITH THE TERMS AND CONDITIONS PROVIDED HEREIN. NOTHING IN THIS PERMIT MUST BE CONSTRUED TO PRECLUDE THE INITIATION OF ANY LEGAL ACTION OR RELIEVE THE PERMITTEES FROM ANY RESPONSIBILITIES, LIABILITIES, OR PENALTIES TO WHICH THE PERMITTEES IS/ARE OR MAY BE SUBJECT TO UNDER SECTION 311 OF THE CLEAN WATER ACT AND MINN. STAT. SECT. 115 AND 116, AS AMENDED. PERMITTEES ARE NOT LIABLE FOR PERMIT REQUIREMENTS FOR ACTIVITIES OCCURRING ON THOSE PORTIONS OF A SITE WHERE THE PERMIT HAS BEEN TRANSFERRED TO ANOTHER PARTY AS REQUIRED IN ITEM 3.7 OR THE PERMITTEES HAVE SUBMITTED THE NOT AS REQUIRED IN SECTION 4. [MINN. R. 7090] 24.8 THE PROVISIONS OF THIS PERMIT ARE SEVERABLE. IF ANY PROVISION OF THIS PERMIT OR THE APPLICATION OF ANY PROVISION OF THIS PERMIT TO ANY CIRCUMSTANCES IS HELD INVALID, THE APPLICATION OF SUCH PROVISION TO OTHER CIRCUMSTANCES, AND THE REMAINDER OF THIS PERMIT MUST NOT BE AFFECTED THEREBY. [MINN. R. 7090] 24.9 THE PERMITTEES MUST COMPLY WITH THE PROVISIONS OF MINN. R. 7001.0150, SUBP. 3 AND MINN. R. 7001.1090, SUBP. 1(A), 1(B), 1(C), 1(H), 1(1), 1(J), 1(K), AND 1(L). [MINN. R. 7090] 24.10 THE PERMITTEES MUST ALLOW ACCESS AS PROVIDED IN 40 CFR 122.41(I) AND MINN. STAT. SECT. 115.04. THE PERMITTEES MUST ALLOW REPRESENTATIVES OF THE MPCA OR ANY MEMBER, EMPLOYEE OR AGENT THEREOF, WHEN AUTHORIZED BY IT, UPON PRESENTATION OF CREDENTIALS, TO ENTER UPON ANY PROPERTY, PUBLIC OR PRIVATE, FOR THE PURPOSE OF OBTAINING INFORMATION OR EXAMINATION OF RECORDS OR CONDUCTING SURVEYS OR INVESTIGATIONS. [40 CFR 122.41(1)] 24.11 FOR THE PURPOSES OF MINN. R. 7090 AND OTHER DOCUMENTS THAT REFERENCE SPECIFIC SECTIONS OF THIS PERMIT, "STORMWATER DISCHARGE DESIGN REQUIREMENTS" CORRESPONDS TO SECTIONS 5,6 AND 14 THROUGH 21; "CONSTRUCTION ACTIVITY REQUIREMENTS" CORRESPONDS TO SECTIONS 7 THROUGH 13; AND "APPENDIX A" CORRESPONDS TO SECTIONS 22 AND 23. [MINN. R. 7090] DOCUMENTATION OF TRAINED INDIVIDUALS A. INDIVIDUAL WHO PREPARED THE SWPPP: ALIABUGHAZLEH PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651)361-8235 ALI@plowe.com 1161i'll iii ,D!!V,Ilk:,llll�tl �I 141h'u I,:aIIIE,;�II'u [::;Iliilsilllru c:1f C;a:;rni":iilrl.tr.;tia:arli ;`.ab"OHral:'fr:r (Iuvllav 31 , 1CI::,:i:), PROJECT NAME EAGLES LANDING PROJECT LOCATION CORNER OF FENWAY BLVD AND 130TH STREET LATITUDE: 45.1389 LONGITUDE:-93.0042 DEVELOPER VICTOR LAND HOLDINGS, LLC 13925 FENWAY BLVD. NORTH HUGO, MN 55038 CONTACT NAME: BRENDA J. KUNKEL CONTACT PHONE: 651-762-1110 CONTACT E-MAIL: BRENDA@SBCCC.COM NARRATIVE - PERMANENT STORMWATER TREATMENT SYSTEMS THE PROJECT CONSISTS OF 3 BUILDINGS (SUBDIVIDED INTO 14 TENANTS) AND A STORMWATER INFILTRATION BASIN FOR STORMWATER TREATMENT AND DRY DETENTION BASIN FOR RATE CONTROL PRIOR TO DISCHARGING INTO REGIONAL POND. PERMANENT STORMWATER MANAGEMENT TREATMENT SYSTEMS PER MPCA RULES, CITY OF HUGO, AND RICE CREEK WATERSHED DISTRICT ARE REQUIRED FOR THIS PROJECT. SITE IMPERVIOUS AREAS BEFORE CONSTRUCTION AFTER CONSTRUCTION TOTAL SITE AREA 2.59 ACRES TOTAL ESTIMATED IMPERVIOUS 0.02 ACRES 1.56 ACRES TOTAL ESTIMATED PERVIOUS 2.57 ACRES 1 1.03 ACRES APPROX. 1.54 ACRE INCREASE IN IMPERVIOUS TOTAL DISTURBED AREA 2.57 ACRES SITE MAP W/ EXISTING AND FINAL GRADES AND DESIGN CALCULATIONS SEE "STORMWATER DRAINAGE REPORT" FOR EXISTING AND PROPOSED AREA MAPS, DENOTING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW, AND DISCHARGE POINTS WHERE STORMWATER LEAVES THE SITE. RECEIVING WATERS WITHIN ONE MILE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER CLEARWATER CREEK CREEK NO YES BALD EAGLE LAKE LAKE NO YES ON -SITE RAIN INFILTRATION BASIN BASIN NO NO ON -SITE DETENTION BASIN BASIN NO NO BUFFER TO SURFACE WATER IFTHE SITE DRAINS TO A SURFACE WATER PRESERVED? IS A 50-FT NATURAL BUFFER ADJACENT TO THE YES NO N/A NOTE: NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. TEMPORARY SEDIMENTATION BASINS IF FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON YES NO N/A LOCATION, IS A TEMPORARY SEDIMENT BASIN PROVIDED FOR TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS? INFILTRATION FEASIBILITY ❑ ■ ARE THERE ANY INFILTRATION RESTRICTIONS FOR THE SITE (SEE 16.14 YES NO N/A THROUGH 16.21? ADDITIONAL STORMWATER MITIGATION MEASURES ❑ # ARE THERE ANY STORMWATER MITIGATION MEASURES PER: YES NO . ENVIRONMENTAL REVIEW DOCUMENT? • ENDANGERED SPECIES REVIEW? • ARCHAEOLOGICAL REVIEW? • OTHER LOCAL, STATE OR FEDERAL REVIEW? IF YES TO ANY OF THE ABOVE, DESCRIBE THE MITIGATION MEASURES. FOR PURPOSES OF THIS PERMIT, MITIGATION MEASURES MEANS ACTIONS NECESSARY TO AVOID, MINIMIZE, OR MITIGATE FOR IMPACTS RELATED TO EROSION PREVENTION, SEDIMENT CONTROL, THE PERMANENT STORMWATER TREATMENT SYSTEM, POLLUTION PREVENTION MANAGEMENT MEASURES AND DISCHARGES ASSOCIATED WITH THE PROJECT'S CONSTRUCTION ACTIVITY. [MINN. R. 7090] REVEGETATION SPECIFICATIONS ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED " 3876 " FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 0) MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. QUANTITIES - ESTIMATED QUANTITIES FOR EROSION AND SEDIMENT CONTROL MEASURES TYPE QTY UNIT SILT FENCE 1252 LINEAR FEET RIP -RAP W. GEO-FABRIC - CUBIC YARDS TURF REINFORCEMENT MAT (ENKAMAT) - SQUARE YARDS SEED & MULCH (GENERAL) 0.5 ACRE ROCK CONSTRUCTION ENTRANCE 1 EACH SOD - SQUARE YARDS EROSION CONTROL BLANKET SQUARE YARDS INLET PROTECTION EACH NARRATIVE - TIMING FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SWPPP MUST BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES. 2. CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON PLAN. 2.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT THROUGH COMPLETION OF BUILDING CONSTRUCTION. 2.3. SILT FENCE SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. 3. CONTRACTOR SHALL INSTALL THE ROCK CONSTRUCTION ENTRANCE WHEREVER CONSTRUCTION TRAFFIC ENTERS ONTO EXISTING PAVED SURFACES. 4. CONTRACTOR TO INSTALL TREE PROTECTION FENCING AS APPLICABLE 5. CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. 5.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4 OF THE PERMIT, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 6. CONTRACTOR TO PROTECT PERMANENT STORMWATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. 6.1. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. 7. CONTRACTOR TO SHALL PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS. 9. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT APPEAR TO BE FAILING 10. CONTRACTOR TO STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY 11. CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. 12. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR AS DIRECTED BY CITY 13. COORDINATE SMALL UTILITIES INSTALLATIONS (GAS, PHONE, ELECTRIC, GAS, ETC.) AFTER CURB & GUTTER INSTALLATION. LIST OF IMPAIRED WATERS: CLEARWATER CREEK: THIS CREEK HAS AN EPA -APPROVED IMPAIRMENT FOR FISHES & BENTHIC MACROINVERTEBRATE BIOASSESSMENTS. THESE IMPAIRMENTS ARE CONSIDERED TO BE CONSTRUCTION RELATED PARAMETERS AND REQUIRE THE ADDITIONAL BEST MANAGEMENT PRACTICES FOUND IN ITEMS 23.9 & 23.10. BALD EAGLE LAKE THIS LAKE HAS AN EPA -APPROVED IMPAIRMENT FOR MERCURY IN FISH TISSUE & NUTRIENTS. THESE IMPAIRMENTS ARE CONSIDERED TO BE CONSTRUCTION RELATED PARAMETERS AND REQUIRE THE ADDITIONAL BEST MANAGEMENT PRACTICES FOUND IN ITEMS 23.9 & 23.10. LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORMWATER FACILITIES THE PERMANENT STORMWATER MANAGEMENT FACILITIES ARE PRIVATELY OWNED AND THE LONG-TERM OPERATIONS AND MAINTENANCE WILL BE PROVIDED BY THE OWNER. THE CITY OF EDINA SHALL NOT BE RESPONSIBLE FOR LONG-TERM OPERATIONS AND MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITIES. ,IliiEll"'ICI!f!iiiV�IClII'7 �if3lll'UIC111 ��9i;Q'II:Pp'7`il'1''IJ61Si!i[ii'4E•I'1"' i111111 iiiU IriV �ifi' If ]I Ci!!d:P'P If!! Irll' 11� "rhe br:;slreer r„rl' 1:hiis caard tuns, DrreEn be::rbE:d aria is ceertilfied iin tIo E.,t;iresel::;l sl^ir)vv''i can th'le revr:=,,rsls D171'I'1 S CE rld Ctertil'icedioin exi:ire- ticin each c:emlilfic�aaiarl �aresa. G Y 1 II ,I DE t r.l A:'cE II .t�aricl ES'i p:t E,n,gin� „ ll of 1l�Iiin t h1:tpfl4vluv,�E ":r;;,iori.urnri r.�Av Card IsSUa:l: 6111 r2:(11'ie ...... ....... ....... .....- B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. [MINN. R. 7090] NAME COMPANY ADDRESS 1 ADDRESS 2 PHONE EMAIL "BEST MANAGEMENT PRACTICES (BMPS)" MEANS THE MOST EFFECTIVE AND PRACTICABLE MEANS OF EROSION PREVENTION AND SEDIMENT CONTROL, AND WATER QUALITY MANAGEMENT PRACTICES THAT ARE THE MOST EFFECTIVE AND PRACTICABLE MEANS OF TO CONTROL, PREVENT, AND MINIMIZE DEGRADATION OF SURFACE WATER, INCLUDING AVOIDANCE OF IMPACTS, CONSTRUCTION -PHASING, MINIMIZING THE LENGTH OF TIME SOIL AREAS ARE EXPOSED, PROHIBITIONS, POLLUTION PREVENTION THROUGH GOOD HOUSEKEEPING, AND OTHER MANAGEMENT PRACTICES PUBLISHED BY STATE OR DESIGNATED AREA -WIDE PLANNING AGENCIES. [MINN. R. 70901 "CONSTRUCTION ACTIVITY" MEANS ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATING, THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE ACRE, INCLUDING THE DISTURBANCE OF LESS THAN ONE ACRE OF TOTAL LAND AREA THAT IS PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE IF THE LARGER COMMON PLAN WILL ULTIMATELY DISTURB EQUAL TO OR GREATER THAN ONE ACRE. THIS INCLUDES A DISTURBANCE TO THE LAND THAT RESULTS IN A CHANGE IN THE TOPOGRAPHY, EXISTING SOIL COVER, BOTH VEGETATIVE AND NONVEGETATIVE, OR THE EXISTING SOIL TOPOGRAPHY THAT MAY RESULT IN ACCELERATED STORMWATER RUNOFF THAT MAY LEAD TO SOIL EROSION AND MOVEMENT OF SEDIMENT. CONSTRUCTION ACTIVITY DOES NOT INCLUDE A DISTURBANCE TO THE LAND OF LESS THAN FIVE ACRES FOR THE PURPOSE OF ROUTINE MAINTENANCE PERFORMED TO MAINTAIN THE ORIGINAL LINE AND GRADE, HYDRAULIC CAPACITY, AND ORIGINAL PURPOSE OF THE FACILITY. ROUTINE MAINTENANCE DOES NOT INCLUDE ACTIVITIES SUCH AS REPAIRS, REPLACEMENT AND OTHER TYPES OF NON -ROUTINE MAINTENANCE. PAVEMENT REHABILITATION THAT DOES NOT DISTURB THE UNDERLYING SOILS (E.G., MILL AND OVERLAY PROJECTS) IS NOT CONSTRUCTION ACTIVITY. [MINN. R. 7090] "DEWATERING" MEANS THE REMOVAL OF SURFACE OR GROUND WATER TO DRY AND/OR SOLIDIFY A CONSTRUCTION SITE TO ENABLE CONSTRUCTION ACTIVITY. DEWATERING MAY REQUIRE A MINNESOTA DEPARTMENT OF NATURAL RESOURCES WATER APPROPRIATION PERMIT AND, IF DEWATERING WATER IS CONTAMINATED, DISCHARGE OF SUCH WATER MAY REQUIRE AN INDIVIDUAL MPCA NPDES/SDS PERMIT. [MINN. R. 70901 "EROSION PREVENTION" MEANS MEASURES EMPLOYED TO PREVENT EROSION SUCH AS SOIL STABILIZATION PRACTICES, PERMANENT COVER OR CONSTRUCTION PHASING. [MINN. R. 7090] "GENERAL CONTRACTOR" MEANS THE PARTY WHO SIGNS THE CONSTRUCTION CONTRACT WITH THE OWNER TO CONSTRUCT THE ENTIRE PROJECT DESCRIBED IN THE FINAL PLANS AND SPECIFICATIONS. WHERE THE CONSTRUCTION PROJECT INVOLVES MORE THAN ONE CONTRACTOR, THE GENERAL CONTRACTOR IS THE PARTY RESPONSIBLE FOR MANAGING THE ENTIRE PROJECT ON BEHALF OF THE OWNER. IN SOME CASES, THE OWNER IS THE GENERAL CONTRACTOR. IN THESE CASES, THE OWNER SIGNS THE PERMIT APPLICATION AS THE OPERATOR AND BECOMES THE SOLE PERMITTEE. [MINN. R. 7090] "GROUNDWATER" MEANS THE WATER CONTAINED BELOW THE SURFACE OF THE EARTH IN THE SATURATED ZONE INCLUDING, WITHOUT LIMITATION, ALL WATERS WHETHER UNDER CONFINED, UNCONFINED, OR PERCHED CONDITIONS, IN NEAR SURFACE UNCONSOLIDATED SEDIMENT OR REGOLITH, OR IN ROCK FORMATIONS DEEPER UNDERGROUND. [MINN. R. 7060] "HOMEOWNER FACT SHEET" MEANS AN MPCA FACT SHEET AVAILABLE ON THE MPCA CONSTRUCTION STORMWATER WEBSITE FOR PERMITTEES TO GIVE TO HOMEOWNERS AT THE TIME OF SALE. R. 7090 [MINN. ] "INFEASIBLE" MEANS NOT TECHNOLOGICALLY POSSIBLE OR NOT ECONOMICALLY PRACTICABLE AND ACHIEVABLE IN LIGHT OF THE BEST INDUSTRY PRACTICES. [MINN. R. 7090 "INITIATED IMMEDIATELY" MEANS TAKING AN ACTION TO COMMENCE SOIL STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE LAND -DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE, IF THE PERMITTEES KNOW THAT CONSTRUCTION WORK ON THAT PORTION OF THE SITE WILL BE TEMPORARILY CEASED FOR 14 OR MORE ADDITIONAL CALENDAR DAYS OR 7 CALENDAR DAYS WHERE ITEM 23.9 APPLIES. PERMITTEES CAN INITIATE STABILIZATION BY: A. PREPPING THE SOIL FOR VEGETATIVE OR NON -VEGETATIVE STABILIZATION; OR B. APPLYING MULCH OR OTHER NON -VEGETATIVE PRODUCT TO THE EXPOSED SOIL AREA; OR C. SEEDING OR PLANTING THE EXPOSED AREA; OR D. STARTING ANY OF THE ACTIVITIES IN A - C ON A PORTION OF THE AREA TO BE STABILIZED, BUT NOT ON THE ENTIRE AREA; OR E. FINALIZING ARRANGEMENTS TO HAVE STABILIZATION PRODUCT FULLY INSTALLED IN COMPLIANCE WITH THE APPLICABLE DEADLINE FOR COMPLETING STABILIZATION. [MINN. R. 70901 "IMPERVIOUS SURFACE" MEANS A CONSTRUCTED HARD SURFACE THAT EITHER PREVENTS OR RETARDS THE ENTRY OF WATER INTO THE SOIL AND CAUSES WATER TO RUN OFF THE SURFACE IN GREATER QUANTITIES AND AT AN INCREASED RATE OF FLOW THAN PRIOR TO DEVELOPMENT. EXAMPLES INCLUDE ROOFTOPS, SIDEWALKS, DRIVEWAYS, PARKING LOTS, AND CONCRETE, ASPHALT, OR GRAVEL ROADS. BRIDGES OVER SURFACE WATERS ARE CONSIDERED IMPERVIOUS SURFACES. [MINN. R. 7090] "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)" MEANS THE PROGRAM FOR ISSUING MODIFYING REVOKING REISSUING TERMINATING MONITORING AND ENFORCING PERMITS UNDER THE CLEAN WATER ACT, AS AMENDED (33 U.S.C. 1251 ET SEQ. SECTION 1342 AND 40 CFR PARTS 122, 123, 124 AND 450). [MINN. R. 70901 "NATURAL BUFFER" MEANS AN AREA OF UNDISTURBED COVER SURROUNDING SURFACE WATERS WITHIN WHICH CONSTRUCTION ACTIVITIES ARE RESTRICTED. NATURAL BUFFER INCLUDES THE VEGETATION, EXPOSED ROCK, OR BARREN GROUND THAT EXISTS PRIOR TO COMMENCEMENT OF EARTH -DISTURBING ACTIVITIES. [MINN. R. 7090] "NOTICE OF TERMINATION (NOT)" MEANS THE FORM (ELECTRONIC OR PAPER) REQUIRED FOR TERMINATING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. [MINN. R. 7090] C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. [MINN. R. 7090] NAME COMPANY ADDRESS ADDRESS2 PHONE EMAIL re OPERATOR" MEANS THE PERSON (USUALLY THE GENERAL CONTRACTOR), FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY DESIGNATED BY THE OWNER WHO HAS DAY TO DAY OPERATIONAL CONTROL AND/OR THE ABILITY TO MODIFY PROJECT PLANS AND SPECIFICATIONS RELATED TO THE SWPPP. THE PERMIT APPLICATION MUST LIST THE OPERATOR AS A PERMITTEE. SUBCONTRACTORS HIRED BY AND UNDER SUPERVISION OF THE GENERAL CONTRACTOR ARE NOT OPERATORS. [MINN. R. 7090] "OWNER" MEANS THE PERSON, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY POSSESSING THE TITLE OF THE LAND ON WHICH THE CONSTRUCTION ACTIVITIES WILL OCCUR OR, IF THE CONSTRUCTION ACTIVITY IS FOR A LEASE, EASEMENT, OR MINERAL RIGHTS LICENSE HOLDER, THE PARTY OR INDIVIDUAL IDENTIFIED AS THE LEASE, EASEMENT OR MINERAL RIGHTS LICENSE HOLDER; OR THE CONTRACTING GOVERNMENT AGENCY RESPONSIBLE FOR THE CONSTRUCTION ACTIVITY. [MINN. R. 70901 "PERMANENT COVER" MEANS SURFACE TYPES THAT WILL PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. EXAMPLES INCLUDE: GRAVEL, CONCRETE, PERENNIAL COVER, OR OTHER LANDSCAPED MATERIAL THAT WILL PERMANENTLY ARREST SOIL EROSION. PERMITTEES MUST ESTABLISH A UNIFORM PERENNIAL VEGETATIVE COVER (I.E., EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) WITH A DENSITY OF 70 PERCENT OF THE NATIVE BACKGROUND VEGETATIVE COVER ON ALL AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES. PERMANENT COVER DOES NOT INCLUDE TEMPORARY BMPS SUCH AS WOOD FIBER BLANKET, MULCH, AND ROLLED EROSION CONTROL PRODUCTS. [MINN. R. 7090] "PERMITTEES" MEANS THE PERSONS, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY IDENTIFIED AS THE OWNER AND OPERATOR ON THE APPLICATION SUBMITTED TO THE MPCA AND ARE RESPONSIBLE FOR COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. [MINN. R. 7090] "PROJECT(S)" MEANS ALL CONSTRUCTION ACTIVITY PLANNED AND/OR CONDUCTED UNDER A PARTICULAR PERMIT. THE PROJECT OCCURS ON THE SITE OR SITES DESCRIBED IN THE PERMIT APPLICATION, THE SWPPP AND IN THE ASSOCIATED PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. [MINN. R. 70901 "PUBLIC WATERS" MEANS ALL WATER BASINS AND WATERCOURSES DESCRIBED IN MINN. STAT. SECT. 103G.005 SUBP. 15. [MINN. R. 70901 "SEDIMENT CONTROL" MEANS METHODS EMPLOYED TO PREVENT SUSPENDED SEDIMENT IN STORMWATER FROM LEAVING THE SITE (E.G. SILT FENCES, COMPOST LOGS AND STORM DRAIN INLET PROTECTION). [MINN. R. 70901 "STABILIZE", "STABILIZED", "STABILIZATION" MEANS THE EXPOSED GROUND SURFACE HAS BEEN COVERED BY APPROPRIATE MATERIALS SUCH AS MULCH, STAKED SOD, RIPRAP, EROSION CONTROL BLANKET, MATS OR OTHER MATERIAL THAT PREVENTS EROSION FROM OCCURRING. GRASS SEEDING, AGRICULTURAL CROP SEEDING OR OTHER SEEDING ALONE IS NOT STABILIZATION. MULCH MATERIALS MUST ACHIEVE APPROXIMATELY 90 PERCENT GROUND COVERAGE (TYPICALLY 2 TON/ACRE). [MINN. R. 7090] "STORMWATER" MEANS PRECIPITATION RUNOFF, STORMWATER RUNOFF, SNOWMELT RUNOFF, AND ANY OTHER SURFACE RUNOFF AND DRAINAGE. [MINN. R. 7090] "STEEP SLOPES" MEANS SLOPES THAT ARE 1:3 (V:H) (33.3 PERCENT) OR STEEPER IN GRADE. [MINN. R. 7090] "STORM WATER POLLUTION PREVENTION PLAN (SWPPP)" MEANS A PLAN FOR STORMWATER DISCHARGE THAT INCLUDES ALL REQUIRED CONTENT UNDER IN SECTION 5 THAT DESCRIBES THE EROSION PREVENTION, SEDIMENT CONTROL AND WASTE CONTROL BMPS AND PERMANENT STORMWATER TREATMENT SYSTEMS. MINN. R. 7090 "SURFACE WATER OR WATERS" MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WETLANDS, RESERVOIRS, SPRINGS, RIVERS, DRAINAGE SYSTEMS, WATERWAYS, WATERCOURSES, AND IRRIGATION SYSTEMS WHETHER NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, EXCEPT THAT SURFACE WATERS DO NOT INCLUDE STORMWATER TREATMENT SYSTEMS CONSTRUCTED FROM UPLAND. THIS PERMIT DOES NOT CONSIDER STORMWATER TREATMENT SYSTEMS CONSTRUCTED IN WETLANDS AND MITIGATED IN ACCORDANCE WITH SECTION 22 AS SURFACE WATERS. [MINN. R. 70901 "WATERS OF THE STATE" (AS DEFINED IN MINN. STAT. SECT. 115.01, SUBP. 22) MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WATERCOURSES, WATERWAYS, WELLS, SPRINGS, RESERVOIRS, AQUIFERS, IRRIGATION SYSTEMS, DRAINAGE SYSTEMS AND ALL OTHER BODIES OR ACCUMULATIONS OF WATER, SURFACE OR UNDERGROUND, NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, WHICH ARE CONTAINED WITHIN, FLOW THROUGH, OR BORDER UPON THE STATE OR ANY PORTION THEREOF. [MINN. STAT. 115.01, SUBP. 22] "WATER QUALITY VOLUME" MEANS ONE (1) INCH OF RUNOFF FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT (CALCULATED AS AN INSTANTANEOUS VOLUME). [MINN. R. 7090] "WETLANDS" (AS DEFINED IN MINN. R. 7050.0186, SUBP. 1A.B.) MEANS THOSE AREAS THAT ARE INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT, AND UNDER NORMAL CIRCUMSTANCES DO SUPPORT, A PREVALENCE OF VEGETATION TYPICALLY ADAPTED FOR LIFE IN SATURATED SOIL CONDITIONS. WETLANDS GENERALLY INCLUDE SWAMPS, MARSHES, BOGS, AND SIMILAR AREAS. CONSTRUCTED WETLANDS DESIGNED FOR WASTEWATER TREATMENT ARE NOT WATERS OF THE STATE. WETLANDS MUST HAVE THE FOLLOWING ATTRIBUTES: 1. A PREDOMINANCE OF HYDRIC SOILS; AND 2. INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT A PREVALENCE OF HYDROPHYTIC VEGETATION TYPICALLY ADAPTED FOR LIFE IN A SATURATED SOIL CONDITION; AND 3. UNDER NORMAL CIRCUMSTANCES SUPPORT A PREVALENCE OF SUCH VEGETATION. [MINN. R. 7050.0186, SUBP. 1A.B] MAP OF SURFACE WATERS L�1lL�1 Vlll� 14 I `F Lu � r��Clrr�art,R Clear ,, Greer I CLEARWATER CREEK SITE Bad Fag19 Park �G E LAK u go C7 a 9� 7 'v 0 0 0 O ne kal RidgyGolf e 0Uf� 1321 125th St N 1061 ft 7 -- 11 7th St N } _r I c. STORM WATER POLLUTION PREVENTION PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O I- d IY U U) W 0 z O U) > W fY LLI O O Q 0 O N a) (14co 1= (o N >, E +� co N � c as co D co O O �-0 c N z - c J toco 0) co c - 3 w 0 .L) c •c d c C) Ln 3 W to N W �+ co U J Of � - Q 0 N 6 N J 6i L O - Q 0 z O I- z W > a 0f Z 0 d coz Z W Z Z _O ~ z Q CAoa J NMI Of I- W = O I- w PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C502 t Examples of Buildings Using Architectural Metal Panels r i PIER 27 - SAN FRANCISCO, CA EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES THE PILLARS SENIOR LIVING - MINNEAPOLIS, MN 292Desic A06.01 08/31 /2020 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 *.o �- - WAKE MED NORTH EXPANSION - RALEIGH, NC EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES A06.02 08/31 /2020 DOUBLE TREE HOTEL - ARLINGTON HEIGHTS, IL V- 71 APARTMENTS - EDINA, MN 292Desic 292 DESIGN GROUT' 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 -Now k I. mF74Z PPP" 14 17 0 .4 NUINU :REVIEW 2 92 DP DELANO POLICE DEPARTMENT - DELANO, CA EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES A06.04 08/31 /2020 - A• cr— i� x I� IMF . WAKE MED ENERGY PLANT - RALEIGH, NC -arr• � a�y}� _- _a _a _a INI M1i�� _— it 1 JOHNSON SPACE CENTER - HOUSTON,TX 292Des is 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 GOLDEN STATE LUMBER - CONCORD, CA EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES A06.05 08/31 /2020 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 L P LOWA 46 - MINNEAPOLIS, MN EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES A06.06 08/31 /2020 4008 MINNEHAHA AVE - MINNEAPOLIS, MN Xyl e HERE APARTMENTS - MINNEAPOLIS, MN I I I I I I 292Desic 292 DESIGN GROUT' 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 STARBUCKS - SUMAS, WA EAGLES LANDING SITE PLAN REVIEW MATERIAL EXAMPLE IMAGES A06.07 08/31 /2020 _ r- GREEN ON FOURTH APARTMENTS - MINNEAPOLIS, MN S - HILTON GARDEN INN - BELLEVUE, WA 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 Agenda Number: E. 1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Hugo Good Neighbors Food Shelf — 15106 Francesca Avenue North Site Plan application submitted by nai Architects, Inc. DATE: December 11, 2020 for the Planning Commission meeting of December 17, 2020. ZONING: General Industrial District (I-3) 60-DAY REVIEW DEADLINE: January 19, 2021 (60-days) 1. DESCRIPTION OF REQUEST: The applicant, nai Architects, Inc., is requesting approval of a 400 square foot addition to an existing building located at 15106 Francesca Avenue North. The owner and occupant of the site is the Hugo Good Neighbors Food Shelf. The existing building on site is 1,455 square feet and the proposed addition is to consist of a walk-in refrigerator and freezer along with an expansion of the storage room. 2. CONTEXT: A. Surrounding Land Use and Zoning The property is zoned General Industrial (I-3) and is within the Peloquin Industrial Park. The properties to the north and east are also zoned I-3 and are occupied by industrial uses. The properties to the west are zoned General Industrial (1-3) and are occupied by single family homes. The property to the south is zoned Low Density Multiple Density Residential (R-4) and is occupied by the Twin Pines residential development. B. Existing Site Characteristics The property is 0.58 acres and consists of a 1,455 square foot single story building. The property is generally flat and does not contain any wetlands. HGNFS Site Plan — Building Addition Page 2 3. BACKGROUND: The City Council approved a site plan for the existing Hugo Good Neighbors Food Shelf (HGNFS) in 2014. The HGNFS is now looking to expand their existing building to accommodate their growth since opening. 4. 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. B. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The proposed addition meets all building setback requirements for the I-3 zoning district. Building Height The maximum height permitted is 50 feet and the site plan conforms to this standard. The proposed height is approximately 16 feet. Building Coverage and Lot Coverage The maximum building coverage permitted is 40% and maximum lot area to be covered by impervious surface is 80%. The site plan meets these standards with 7.3% of building coverage and 40.9% of impervious surface coverage. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 7 deciduous trees, 4 coniferous trees, 4 ornamental trees, and 22 shrubs are required to be installed. The existing landscaping already exceeds the City's landscaping requirements and the applicant is proposing to preserve all trees during construction. There are 43 existing shrubs on site and the applicant is proposing to remove a few shrubs during construction, however, they will be replacing them with seven new shrubs. HGNFS Site Plan — Building Addition Page 3 Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed 1/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The applicant is proposing to add one additional wall mounted fixture that will match the existing fixtures. The applicant has provided a cut -sheet for the proposed and existing fixtures, which meets the lighting requirements. Fencing and Screening The applicant is not proposing any fencing or additional mechanical equipment on the property. Streets and Access The property has an existing access into the site off of Francesca Avenue. Parking Section 90-253, Parking and Loading of the City Code determines the number of parking spaces required per site and is determined by the size and use of the building. There are eight parking spaces required and 14 existing spaces on site. The applicant is not proposing any additional parking and currently meets the ordinance standards. Building Architecture The existing building is designed with a pitched roof and gabled ends. The building is constructed of pre -finished fiber cement lap siding with fiber cement shakes at the gables. The addition will be constructed of the same materials and match in color. The building generally meets the commercial and industrial construction standards along with the design guidelines. Signage The applicant is not proposing any signage. Grading/Stormwater Management Since the project disturbs less than one acre and has less than 10,000 square feet of impervious surfaces being generated, the project is exempt from the watershed management requirements. The applicant shall be required to address all redline comments provided by the City Engineer. Utilities The applicant is using the existing utilities. No modifications are necessary. HGNFS Site Plan — Building Addition Page 4 Wetlands The applicant is not proposing any wetland impacts. Park Dedication Park Dedication is not required for commercial and industrial developments. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan application. 6. RECOMMENDATION: Staff recommends approval of the site plan application for the property located at 15106 Francesca Avenue North, subject to the conditions in the attached resolution. ATTACHMENTS: 1. Location Map 2. Site Plan Resolution 3. Engineers Memo 4. Applicant's Narrative 5. Site Plan 4F 4 W. FO - 0 - I -C, TI 11'"" 1 74h -,7-, ,�r.� 4, mg w Roads oads Hugo Border Parcel Boundary w r -INA"WOMAL., -%M7 -. Ilk tOF EST. 1906 Hugo Good Neighbors Food Shelf Location Map Hugo, MN Site 01 N 0 150 Feet 1 in = 150 feet RESOLUTION 2021-XX APPROVING A SITE PLAN FOR NAI ARCHITECTS INC. ON BEHALF OF HUGO GOOD NEIGHBORS FOOD SHELF FOR CONSTRUCTION OF AN ADDITION TO THE EXISTING BUILDING ON THE PROPERTY LOCATED AT 15106 FRANCESCA AVENUE NORTH WHEREAS, nai Architects, Inc., on behalf of Hugo Good Neighbors Food Shelf, has requested approval of a site plan for construction of an addition to the existing building located on the property that is legally described as follows: Lot 1, Block 1, Husnik Industrial Park WHEREAS, the Planning Commission has reviewed said site plan on December 17, 2020, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Hugo Good Neighbors Food Shelf for construction of an addition to the existing building with the following findings: A site plan is approved to allow construction of an approximately 400 square foot addition to the existing 1,455 square foot building in accordance with the plans dated October 19, 2020, modified November 17, 2020, except as amended by this resolution. 2. If parking issues occur, additional parking shall be constructed as deemed necessary by the City. 3. Prior to installation of any signage the applicant shall apply for a sign permit that will be reviewed and approved by staff. 4. The applicant shall obtain all necessary local, state, and federal permits. Prior to commencement of any grading or site development work: 5. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated December 11, 2020, shall be addressed. Prior to the issuance of a building permit: 6. The colors and materials for the addition shall be consistent with the existing building. Prior to issuance of a Certificate of Occupancy: 7. All required landscaping shall be fully installed. Resolution 2021-XX Page 2 ADOPTED by the City Council this 4ffi day of January 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Cleric 7. 0 U 0 Z W CO U) 0 00 00 N ID z J a a F- Z a U) 0 N W F- U) F- W W lY W 00 wsb December 11, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Good Neighbors Food Shelf WSB Project No. 015229-000 Dear Ms. Juba: We have reviewed the submittal for the Good Neighbors Food Shelf site located 15106 Francesca Avenue North. In particular, we have reviewed the following plans related to this particular request: • Plans prepared by NAI Architects dated 10/19/20 with latest revision date of 11/16/20. • Project Narrative dated 11/17/20. Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The applicant is simply adding an addition to the existing building and utilizing the existing parking, sanitary sewer, watermain and storm sewer facilities already present. 2. Staff has provided some minor redline comments related to grading and erosion control. Stormwater Management 3. Based on the amount of area disturbed and limited additional impervious area, rules related stormwater management requirements are not triggered. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Liz Finnegan, Senior Engineering Technician (email only) Emily Weber, Community Development assistant SAUsers\R_Juba\DEVELOPMENT PROJECTS\HGNFS\2020 Site Plan\015229-000 LTR RJuba- Good Neighbors Food Shelf 121120.docx (� November 17, 2020 U City of Hugo, Planning Commission 14669 Fitzgerald Avenue North W Hugo, MN 55038 L f Attn: Emily Weber Re: Hugo Good Neighbors Food Shelf - Addition I U Dear Planning Commission: We are pleased to provide this Narrative for the Hugo Good Neighbors Food Shelf Qfor the proposed addition for Refrigerators and Freezers. Hugo Good Neighbors Food Shelf, the owner of the property located at 15106 Francesca Avenue North, Hugo, MN (the "Property") requests the Planning Commission's approval and recommendation of the approval to the City Council for the Development Plan set forth below. Project Overview The Property is in the 1-3 General Industrial District. The site consists of 0.58 Acres located at the southwest corner of the end of Francesca Avenue North. Current improvements on the site consist of a 1,455 square foot single story building ("Building"), which encloses the food shelf's shopping, storage, and receiving areas, and 13 customer and volunteer parking stalls. The Project consists of: 1) the construction of a 400 square foot addition to the west (rear) side of the Building, which will house a walk-in refrigerator and freezer with glass doors for customer use, and an expansion of the storage room; 2) related site improvements include expanding the landscaping on the north side of the building to match existing plantings, and west and south side to include landscaping rocks. Regarding the design and development standards, the addition will be constructed of wood studs and wood trusses, cementitious board siding and asphalt singles to nai Architects, Inc match the existing building. 2375 Ariel St N, Ste A Saint Paul, MN 55109 The existing building footprint is 1,455 sq. ft. / 25,265 sq. ft. (site area) = 5.7% p: 651-487-3281 building coverage. The new building footprint of 1,855 sq. ft. / 25,265 sq. ft. _ nai-architects.corn 7.3%, which satisfies the maximum lot area to be cover by buildings at 40%. Impervious Surface: 10,325 sq ft. 125,625 sq. ft. = 40.9% satisfies the maximum lot area covered by impervious surface at 80%. Approvals The project requires approval for Site Plan Review. The project team consists of: Hugo Good Neighbors Food Shelf — Owner, NAI Architects, Inc — Architect, and Voigt & Associates — Structural Engineer review. The General Contractor will be selected after construction documents and complete and go out for bids. All plans will be submitted for building permits before construction commences. Thank you for your time to review this project and look forward to your staff recommendation of approval to the Planning Commission and City Council. Yours R pectfully, Shawn G. Berry Vice President nai Architects, Inc 2375 ARIEL ST N, STE A I SAINT PAUL, MN 55109 1 651.487.3281 1 NAI-ARCHITECTS.COM Abbreviations A.P. ACCESS PANEL FL, FLOOR P-LAM PLASTIC LAMINATE AC. ACOU5TIG FD. FLOOR DRAIN POL. POLI5HED AC. BD. ACOU5TIG BOARD FIN, FIN15H Q.T. QUARRY TILE A.C.T. ACOU5TIC TILE F.E.E. FIN15H FLOOR ELEVATION R. RADIU5 ADD. ADDENDUM F.E. FIRE EXTINGU15HER RI R15ER ADDN, ADDITION FIXT. FIXTURE R.C. RAIN CHUTE ALUM, ALUMINUM FR. FRAME REF. REFRIGERATOR ALT. ALTERNATE F.A. FRESH AIR REG. REGISTER A.B. ANCHOR BOLT FUR FURRING REQ. REQUIRED L ANGLE G.I. GALVANTIZED IRON RET, RETAINING APT. APARTMENT GA, GAUGE R.D. ROOF DRAIN A.T. ASPHALT TILE GEN, GENERAL RM, ROOM a AT GL. GLAZING, GLASS R.5. ROUGH SAWN 55MT. BASEMENT GYP, GYPSUM 0 ROUND BATH, BATHROOM GYP, BD. GYPUM BOARD RUB. RUBBER BM, BEAM 5F, SQUARE FEET BRG- BEARING HDW. HARDWARE SQUARE FEET BET. BETWEEN HDR HEADER SECT, 5ECTION BIT. BITUMNOU5 HDCP. HANDICAP 5HT, SHEET BLK BLOCK OR CMU HDWD. HARDWOOD 51M. 51MILAR BLKG. BLOCKING HTR, HEATER 5, SINK BD, BOARD HT, HEIGHT 5.5. 501L BEARING B.W. BOTH WAYS H.C. HOLLOW CORE S.C. 50LID CORE BOT, BOTOM H.M. HOLLOW METAL 5PEC. SPECIFICATIONS B.C. BOTTOM OF CURB HORIZ, HORIZONTAL 5, BLK 5PLA5H BLOCK 5RKT5. BRACKETS H.B. H05E BIB 5Q. SQUARE BR BRICK H.W. HOT WATER 5 4 V 5TAIN 4 VARNISH CAB, CABINET INCL. INCLUDED 5T. 5TL. 5TAINLE55 5TEEL GPT. CARPET IN5T. INSTRUMENT 5TD. 5TANDARD C.W. CASEWORK ID, INSIDE DIAMETER 5TL. STEEL C.I. CAST IRON IN5UL. INSULATION 5TR 5TRUCTURAL C.B. CATCH BASIN INT. INTERIOR 5TRUCT. STRUCTURAL CER, CERAMIC INTER. INTERMEDIATE 5U5P. 5U5PENDED CLG, CEILING INV, INVERT 5W, SWITCH GEM, CEMENT JAN, JANITOR 5W. BD. SWITCH BOARD G.T. CERAMIC TILE JT. JOINT CENTER LINE J5T. JOIST TUB BATHTUB C.O. CLEAN OUT LAV. LAVITORY TEL. T.V. TELEPHONE TELEVISION CLO, CLOSET LT. LIGHT TER. TERRAllO COL, COLUMN L.W.C.B, LIGHTWEIGHT CONCRETE BLOCK GONG. CONCRETE LIN, LINEN CL05ET TEXT. TEXTURE COND, CONDUCTIVE LINO, LINOLEUM T.P.H. TOILET PAPER HOLDER CON5T. CONSTRUCTION L,R LIVING ROOM T.P. TOILET PAPER CONT, CONTINUOU5 M.O. MASONRY OPENING T.C. TOP OF CURB CONTR CONTRACTOR MAX. MAXIMUM TD.E. TOP OF DECK CORK CORRIDOR MECH, MECHANICAL T.O.P. TOP OF PARAPET CJ. CONTROL JOINT M.G. MEDICINE CABINET TBG TONGUE AND GROOVE GSK. COUNTER SINK MET, METAL T.B. TOWEL BAR DIA, DIAMETER MIN. MINIMUM T. TREAD m DIAMETER M15C. M15CELANEOU5 METAL TYR U. TYPICAL URINAL DET. DETAIL MET DIM. IDIMEN51ON MLDG, MOLDING U.H. UNIT HEATER DR DINING ROOM MTD, MOUNTED V.S.E. VENEER 5HELF ELEVATION D 15P. DISPOSAL N.C. NO CHANGE V. VENT DN. DOWN (FOR STAIRS) W'a NOT IN CONTRACT VENT, VENTILATION OR VENTILATOR DWG. DRAWING N.T.5. NOT TO 5CALE VERT. VERTICAL DFT5. DIMENSION TO FACE OF SHEATHING NOM, NOMINAL VEST, VESTIBULE DF. DRINKING FOUNTAIN NO. NUMBER V.A.T. VINYL 455E5TO5 TILE EA. EA5H 05. 05GURE V.W.C. VINYL WALL COVERING ELEC, ELECTRICAL O.C. ON CENTER V.G.T. VINYL COMPOSITION TILE ELE, ELEVATION OPNG. OPENING V.S.F. VINYL SHEET FLOORING ELEV, ELEVATOR O.D. OUT5IDE DIAMETER WAIN5, WAINSCOT E. ENAMEL O.H. OVERHEAD W. WA5TE ENGR, ENGINER PT. PAINT W.C. WATER CLOSET ENT. ENTRANCE PNL, PANEL W.R WATER RE515TANT EQUIP. EQUIPMENT FR. PAIR WDW WINDOW EX15T. EXISTING FCC. PRECAST CONCRETE W. GL. WIRE GLA55 EXR EXP05ED fE PLATE to/o WITHOUT EXPA. EXPANSION PTN, PARTITION W/ WITH EXT. EXTERIOR P.A.R. PATCH A5 REQUIRED W.I. WROUGHT IRON FLASH FLASHING PLA5, PLASTER YD. YARD Sheet Index TITLE SHEET & GENERAL NOTES G001 TITLE SHEET & GENERAL NOTES CIVIL C1 EXISTING CONDITIONS C2 SITE REMOVALS C3 PROPOSED SITE PLAN L101 LANDSCAPE PLAN L201 SITE LIGHTING PLAN ARCHITECTURAL A101 PROPOSED FLOOR PLAN & EXTERIOR ELEVATIONS Revision Details # DATE DESCRIPTION Symbols A-R DOOR TYPE O FLOOR TYPE - 0 WALL TYPE W-1 WINDOW TYPE m5 FRAME TYPE 110D ROOM NUMBER u IE UNIT NUMBER 2 0. SECTION/ DETAIL 2 INTERIOR ELEVATION 2 SECTION uw/ DIRECTION/ 3. EXTERIOR ELEVATION R-ml RATING LABEL OEXTERIOR FININSIH SPOT ELEVATION Location Map Addition for: 52nd Street North 152nd Street North Hu o oo Nei h ors Foo helf a { J Z � S Building Code Information PROJECT: HUGO GOOD NEIGHBORS FOOD SHELF 15106 FRANCESCA AVE NORTH HUGO, MN 55038 CODES USED: 2020 MINNESOTA STATE BUILDING CODE INCORPORATING THE FOLLOWING: 1. 2018 INTERNATIONAL BUILDING CODE (IBC) 2. 2015 MINNESOTA PLUMBING CODE 3. 2020 MINNESOTA MECHANICAL AND FUEL GAS CODE 4. 2020 NFPA 70 NATIONAL ELECTRIC CODE (NEC) 5. 2020 MINNESOTA FIRE CODE 6. 2020 MINNESOTA ENERGY CODE: 90.1-2016 7. 2020 MINNESOTA ACCESSIBILITY CODE: ICC A117.1-2009 STANDARD EXISTING TYPE OF CONSTRUCTION: V-B: WOOD STUDS AND WOOD ROOF TRUSSES WITH 5/8" TYPE 'X' GYPSUM BOARD TYPE OF CONSTRUCTION: V-B: WOOD STUDS AND WOOD ROOF TRUSSES WITH 5/8" TYPE'X' &'C' GYPSUM BOARD EXISTING OCCUPANCY TYPE: B NEW OCCUPANCY TYPE: B NO CHANGE IN OCCUPANCY TYPE AREAS: EXISTING: 1,455 SF ADDITION: 400 SF TOTAL AREA 1,855 SF TRASH & RECYCLING ENCLOSURE PROVIDED ON SITE FURNITURE AND FIXTURE BY OTHERS. ELECTRICAL, MECHANICAL, AND PLUMBING PLANS BY OTHERS. LOW VOLTAGE BY OWNER. . ....................................... 15106 Francesca Avenue North NMI Hugo, MN 55038 OCCUPANT LOAD 2020 MINNESOTA BUILDING CODE TABLE 1004.1.2 & PLUMBING FIXTURES REQUIRED - 2020 MINNESOTA BUILDING CODE TABLE 2902.1 Area SF Occ Type Occ Factor Occupancy Fixture Factor 1 Fixture Factor 2 Toilet Req'd Lav Factor 1 Lav Factor 2 Lav Req'd ENTRYMAITING 177 B 50 3.54 25 50 0.14 40 80 0.09 RESTROOM 59 B - - - RECEPTION 35 B 50 0.70 25 50 0.03 40 80 0.02 RECEIVING 163 B 100 1.63 25 50 0.07 40 80 0.04 OFFICE 56 B 50 1.12 25 50 0.04 40 80 0.03 SHELVING 682 B 100 6.82 25 50 0.27 40 80 0.17 MECHANICAL 88 S-1 300 0.29 100 100 0.00 100 100 0.00 COOLER 160 S-1 300 0.53 100 100 0.01 100 100 0.01 FREEZER 100 S-1 300 0.33 100 100 0.00 100 100 0.00 STORAGE 335 S-1 300 1.12 100 100 10.01 100 100 0.01 1855 117 1 10.58 1 10.37 RoundUp 11.00 1.00 Drinking Fountain Required B & M OCC OCC >=50 NO FIXTURES PROVIDED TOILETS LAVATORY 1 1 General Notes 1. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL CODES. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL REQUIRED FEES FOR THIS WORK. 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REPORT TO NAI ARCHITECTS, IN WRITING, ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY. 4. ALL BLOCKING WITHIN PARTITIONS SHALL BE NON-COMBUSTIBLE. 5. UNLESS OTHERWISE NOTED, DIMENSIONS FOR ALL NEW WORK ARE MEASURED FROM FACE OF FINISH. DIMENSIONS REFERRING TO EXISTING WORK ARE MEASURED FROM FACE OF EXISTING FINISH. 6. EXISTING WALLS TO REMAIN, SHALL BE REPAIRED AND REFINISHED AS REQUIRED TO PROVIDE A SMOOTH AND UNIFORM SURFACE FOR THE APPLICATION OF NEWLY INDICATED FINISHES. 7. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CASED BY THE WORK. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. 8. ALL SURPLUS EQUIPMENT AND MATERIALS ARE THE PROPERTY OF THE OWNER. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE DISPOSAL OF ANY AND ALL SURPLUSES. 9. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH LEAST DISRUPTS THE BUSINESS PROCEDURES OF ANY NEIGHBORING BUSINESSES. 10. THE CONTRACTOR SHALL INDIVIDUALLY WARRANT FOR ONE YEAR ALL MATERIALS AND WORKMANSHIP EXCEPT AS OTHERWISE AGREED. 11. ALL'HOLD' DIMENSIONS ARE CRITICAL. 12. GC TO REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY INCONSISTENCIES WITHIN THE CONSTRUCTION DOCUMENTS ARE TO BE REPORTED TO NAI ARCHITECTS IMMEDIATELY. 13. FLOOR CUTTING FOR UTILITIES TO BE PATCHED AS REQUIRED TO MATCH EXISTING. 14. FLOOR TO BE SURVEYED AND LEVELED BEFORE TILE INSTALLATION IN RESTROOM. 15. TILE TO BE LEVEL WITHIN 1/16". 16. GC TO PROVIDE FIRE EXTINGUISHER w/ THE FOLLOWING CHARACTERISTICS (VERIFY WITH LOCAL FIRE MARSHAL): 16.1. MULTI -PURPOSE TYPE FIRE EXTINGUISHER; CAST STEEL TANK w/ PRESSURE GAGE 16.2. CABINET: ANSUL SENTRY OR EQUAL SEMI -RECESSED, MAX RETURN TO WALL 2 1/2" 16.3. CLASS 3-A: 40-B:C 16.4. SIZE: 10 16.5. FINISH: BAKED ENAMEL, RED COLOR 16.6. MOUNTING HEIGHT: MAXIMUM 48" ABOVE FLOOR TO FIRE EXTINGUISHER HANDLE 16.7. MAXIMUM TRAVEL DISTANCE: 75'-0" Project Team OWNER: HUGO GOOD NEIGHBORS FOOD SHELF 15106 FRANCESCA AVENUE NORTH HUGO, MN 55038 ARCHITECT: NAI ARCHITECTS, INC. 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 P.651.487.3281 Web: nai-architects.com 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects. com 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 Signature: U... k AdD Name: 9 JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W:12020036 Hugo Food Shelf ExpansionlcaM 20036_AA001-TTL_20-1019. dwg Last Modified: Plot Date: Oct 19, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: S B Date: 10/19/2020 Sheet Name: TITLE SHEET Sheet No.: G001 LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE In EXISTING TELEPHONE PEDESTAL ® EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL 71) EXISTING UTILITY POLE 0 EXISTING LIGHT POLE >> EXISTING STORM SEWER I EXISTING WATER MAIN > EXISTING SANITARY SEWER FM EXISTING FORCEMAIN 0 EXISTING STORM MANHOLE ❑ I" EXISTING CATCH BASIN EXISTING FLARED -END SECTION �g EXISTING GATE VALVE EXISTING HYDRANT O EXISTING WELL OS EXISTING SANITARY SEWER MANHOLE .............930 ......... 928 EXISTING CONTOUR x 920.99 GE EXISTING SPOT ELEVATION XB07 4z EXISTING SPOT ELEVATION (MATCH INTO ELEVATION) EXISTING BITUMINOUS EXISTING BITUMINOUS (TO BE REMOVED) EXISTING TREES EXISTING TREES (TO BE REMOVED) EXISTING RETAINING WALL x EXISTING FENCE wet EXISTING WETLAND I a n n a Know what's below. 0 Call before you dig. 0 11- PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE >- >) PROPOSED STORM SEWER PIPE «- PROPOSED DRAINTILE AND CLEAN -OUT ELEC PROPOSED ELECTRIC SERVICE GAS PROPOSED GAS SERVICE TEL PROPOSED TELEPHONE SERVICE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION �g PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 0920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED BITUMINOUS PROPOSED CONCRETE PROPOSED RIP -RAP PROPOSED INLET PROTECTION GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE 6" DIP CLASS 52 AND 1" COPPER TYPE K. MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SDR 35. x 927.96 28.02 x 927.54 x 928.89 EX. WYE IE 918.03t 927.55 n x 928.90 I I I I I EX. HYDRANT -_7 TOP NUT 932.15 1 NAVD 88 n 1 �k929.18 x 929.28 a IV 927.90 x 927.58 927.92 928.47 928.78 / / _ // K --��GSB-----PKGSB_1 EX. P,GS,--,,IS, -<<-PK SB--- // �\ o \\- < <G<+SE1-`< PKGSB----PKG5-- --..-..- -...... �� x 927.62 X ^. Y 930.47 it /Yv 929.02 h j 930.00 8 928.87 928.84 x 928.69 I 929 Q� /� HPI `' CBBC Y 9 2 7.82 I �° m m 9 61 a W 928.78 EX. 6" GATE VALVE - - ,76 CBBC (FIELD VERIFY) - g�0 930.50 J �° J29.84 928.93 929.17 GUT J $� a `. PK 3�9 C - - -PKGSB 1 00 _2.25% 930.32 930.45 T3C00 910.40 TPosT lT 9 .65 r, n.90 EGG � I Y I / 929.60 a HP mlOs� m C/0 m I RIM 930.67 �e I E 922.00 9 0.75 � 9 9. 2.2 % 929.9 9 0.62 G T 9 93 .80 30 22 �� 0 NGUT G 930.72 930. Q 93 .$0` /C � s ��se\\-BLDse --- seT/C T/C T/ T/C� � 929.01 30.30 j x 929.13 330.80 929.01 929 0 Ql�,930 0- 30.25 J J W I / U T U)) 30.75 LLI a I � 930.25 /C W p 0 m _ I 929 �<� ;),'K' BLDG z, 1,455 SQ.FT. 30.25 \ FFE=931.00 UT I� I \ 30.75 g , I I I \ MECHco ROOM a S I I \ m 8.26 m I'. m \ e `' _ I x 928.58 EX. SAN MH RIM 928.65 IE 917.67-N IE 917.77-W 92 09 05 rQ �i r V N U II z x 928.9 9 c/) 928.9q z I I ----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----BLDSB-----8 SB C/0 RIM 930.50 m EX. 6" DIP .c A IE 918.70f LL 929 I x 929.89 8 11" COPPER o N �� 29.20 o-- 929.26 o-- o 928.03� % 2.25% J T C I I 929.70 \ GUT 4 I I a929.89, I•` ELM161 930 \X 929.80 o X I I I wl 29.64 I ��9 CD 931 I x 930.82 \ Z I > N n m I I � \ 3"I 929.4" j 200' RAID.\ \ 9� 2 N HYDRANT COVERAGE \ 9�� O 929 y I \ a \ x 931.0� J _ N X 928 ...................................................................... 30.06 co y X x 930.59 930.6.4 " \ - °D g2� I :. _.._.929..._ W __....__.\... _...__ 17 W 0. O p E D _ 927 TOP ----BLDSB- - -BLDSB-----QLDSB-----BLDSB-----BLDSB-- --BLDSB-----BLDSB-----BLDSB-----BLDSB-----BEDS -----BLDSB--= --BLDSB--�Z-��LOSB-----BLDSB- ---BLDSB 92� .. WEIRTOh 926.59 930.65 x 927.43 X _ .. 923.28 j N x 927.35 INVI2PVC-N,S 930.49 m x 930.24 25.67925.82 x I x 926.42 ----PKGSB---- PKGSB --PKGSB- PKGSB-:- �9RZA4� ----PKGSB-----PKGSB-----PKGSB -PKGSB--x��•1-6.PKGSB-- --PKGSB-- PKGSB ----,PKGSB--- -PKGSB-- - PK2�--2-L -PKGSB x 926.24 . _ _ 927 _ . __ WEIRTOP. 927,05 x 925.64 _ ._.928. WEIRTOP 931.47 ? 926.29 FNDIP#3527 _ 930.50 928.77 X 929.16 929. _ ___. _ . x 929.73 MH 930 x 932.10 x 930.69 x 928.92 x 931.24 x 930.05••••. lob L x 928.73 x 928.03 927.77 x 926.65 x 926.51 x 929.91 3:1101016'. DRAWN BY: DESIGN BY: C.M. C.W.P. CHCKD BY: PROJ. NO. C.W.P. 14-1502 ORIGINAL DATE: OCTOBER 8, 2014 00 W Z Ema Q O LU = CD h W ca = O cm 0 CID ca Z_ X LU PREPARED FOR: SOUTHWIND BUILDERS, INC. SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH ,4 0 5 10 1 INCH = 10 FEET C1 s— r s 137.35 92� LINDEN BSB — EXIST NG SPIL WAY _ _ _ — — — w/ RI RAP MAPLE — BSB 1930.50 918.70 LINDE 929 930 EX. 6 " GA TE VA V I\ WOODED AREA I 1 MULTIPLE TREES D / BLUE SPRUCE BLUE SPRUCE G RI 930.67 \ /—R MOVE SNRUBS IE 922.00 - BLUE ° I 3 \ BS /SPP/RUCE MIX — DOGWOOD, BOXWOOD, HYDRANGF/1 _ oZ r I 34.42 08 BLUE _ �� I /// oQ 0' SPRUCE \ \ — td i \\ I REMOVE ROCK MULCH j o x3 3 REMOVE STOOP / o \ � I \ \ 12.5 ❑ 4 o Ln I 1 r EXISTING BUILDING D �� L 1,455 SQ FT REMOVE SOD FFE - 931.00 3 1 I 1 ° \ I 2.5 D -- ❑ 00 \CS � �\ �� I MECH i i i x m D p 3 ��o/ 15.58/ 34.42� \ L EXISTING MIX — DOGWOOD, \ SHED AC BOXWOOD, HYDRANGEA ELM \ � Ld ROTECT TREE DURING ONSTRUCTION TRUNK WRAP �o ��6 F rd < WOODED AREA MULTIPLE TREES I XFR z=cj:� DD . D.. p 90 ° V5 i1i B APPLE �� APPLE APPLE 930 \ WOODED AREA \ MULTIPLE TREES -7n n c 929 928 927 0 0 0 EXISTING SPILLWAY RIPRAP LINDEN MAPLE �29 LINDEN WOODED AREA MULTIPLE TREES 926 0 5' 10' 20' 928 I I I I I I I VI U w z U Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects.com 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 Signature: Name: JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W. 2020036 Hugo Food Shetf Expansionlcadl 20036_AC101-RSTE 20-1013.dwg Last Modified: Plot Date: Oct 19, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: SIB Date: 10/19/2020 Sheet Name: Sheet No.: SITE REMOVALS PLAN C2 F_ S— r S g0 LINDEN PI D: 170312143OG 14 SUBDIVISION NAME HUSNIK INDUSTRIAL PARK LOT 1 BLOCK 1 SUBDIVISION CD 93275 SUBJ TO EASE EXISTING UTILITIES PER RECORD DRAWING DATED 1212014 S S S 137.35 0H BSB EXIST NG SPIL WAY _ — — — — — w/ RI RAP — - - — � BUILDING SETBACK LINE PER CITY COD MAPLE — BSB 1930.50 918.70 LINDE I I S 929 g30 6 Itd EX. 6" GATE VA VF I\ WOODED AREA I 1 MULTIPLE TREES �— \ GAT BLUE = T MPORARY In SPRUCE NSTRUCTIO NCE \\\ x x x xx x \ BLUE �_ X p SPRUCE G �_51 T FENCE RIM 930.67 \ X NUJ CONCRETE S OOP IE 922.00 X D BLUE /SPRUCE MIX — DOGWOOD, BOXWOOD, HYDRANGEA D w D a VO ° o� D .° 13.33 34.42 15.58 o BLUE SPRUCE 929 x / O �x b \ / m 0 2.5 ❑ .Ln o ° Ln EXISTING BUILDING D \ o /) ADNTION ° o / 400 �Q FT o // 1,455 SQ FT i L.0 \ FFE =1 931.0 M / FFE = 931.00 \ I 2.5 I \ I /O� 3 \ I MECH / i i i� x m D D o/ 15.58 33.4 13.33 34.42 \ X DOGWOO EMI IG BOXWOOD,HWO YDRAG OD NGEA y SHED C 930 W I W ELM \ BUILDING SETS Ld W D CE LINE PER CITY CODE X XFR X z Co D TECT TREE \o SILT FENCE DURING 0 STRUCTION p X v D K WRAP L o X 937 ° td x x x td \ \ SB �� � B \ APPLE APPLE APPLE WOODED AREA MULTIPLE TREES 930 \ WOODED AREA \ MULTIPLE TREES 929 928 927 0 3 c� 0 0 EXISTING SPILLWAY / RIPRAP LINDEN MAPLE29 LINDEN WOODED AREA MULTIPLE TREES 926 O2� 0 5' 10, 20' g2g I I I1 I I I I I W VI U w I U Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects.com 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 44) Signature: U.. k VC Name: V JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W.12020036 Hugo Food Sheff Expansionlcadl 20036_AC102-STE 20-1013.dwg Last Modified: Plot Date: Nov 17, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: SIB Date: 10/19/2020 Sheet Name: Sheet No.: SITE PLAN C3 F g27 926 O2� 0 5' 10, 20' V) U w F U Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects.com 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 44) Signature: U.. k VC Name: V JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 an a I I A I I ki F1111i'1 NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W.12020036 Hugo Food Sheff Expansionlcadl 20036_AC103-GRD_20-1013. dwg Last Modified: Plot Date: Nov 17, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: SIB Date: 10/19/2020 Sheet Name: GRADING & UTILITY PLAN Sheet No.: Al C4 PLANT MATERIALS SCHEDULE ID COMMON/BOTANICAL NAME QTY ROOT SIZE REMARKS SHRUBS HD ENDLESS SUMMER HYDRANGEA hydrangea macrophylla'Endless Summer' 3 CONT. 5 GAL. BW NORTHERN CHAM BOXWOOD Buxus 'Wilson' 4 CONT. 5 GAL. TOTAL NEW SHRUBS 7 PLANTING NOTES 1 NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2 PROPOSED PLANT MATERIAL SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. 3 NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE OWNER TO THE CONTRACTOR PRIOR TO THE SUBMISSION OF BID. 4 ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. OWNER MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. 5 PLANT MATERIALS TO BE INSTALLED PER PLATING DETAILS. 6 PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION. 7 PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, OR VINES SHALL RECEIVE MINIMUM OF 12" DEPTH OF PLANTING SOIL. 8 TREE WRAPPING MATERIAL SHALL BE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNCK FLARE TO FIRST BRANCH. WRAP SMOOTH BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. 9 STEEL EDGER TO BE USED TO CONTAIN SHRUNS, PERENNIALS, AND ANNUALS WHERE PLANTING BED MEETS SOD, UNLESS OTEHRWISE NOTED. 10 ANNUAL, PERENNIAL, AND SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 3" DEEP SHREDDED HARDWOOD MULCH. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING USE OF HERBICIDES. DO NOT USE FIBER MAT WEED BARRIER. 11 CONIFEROUS & DECIDUOUS TREES ARE TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECT CONTACT WITH THE TREE TRUNK. 12 CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 13 UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. 14 CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 15 TO OCTOBER 1. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM THE FIRST FROST UNTIL NOVEMBER 15. ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING. 15 IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS SHOWN IN THE PLANT MATERIALS SCHEDULE AND THE PLANS, THE PLANS SHALL GOVERN. 16 RESTORE ALL AREAS DISTURBED BY CONSTRUCTION UNLESS NOTED OTHERWISE. 17 TREES PLANTED IN TURF TO RECEIVE HARDWOOD MULCH. 18 ALL PLANTING BEDS SHALL HAVE ROCK MULCH. GENERAL NOTES 1 CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2 CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 3 CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, WALKWAYS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER 4 CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE). 5 CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 6 CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO BEGINNING OF WORK. 7 CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 8 EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO REMOVAL 9 CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS -BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO SUBSTANTIAL COMPLETION. 10 SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. GRADING NOTES 1 CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 2 CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL MEASURES AS REQUIRED TO INSURE THAT EROSION IS KEPT TO AN ABSOLUTE MINIMUM. 3 PROVIDE TEMPORARY COVERING FOR CATCH BASINS AND MANHOLES UNTIL LANDSCAPE WORK IN THE AREA IS COMPLETE. 4 CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES PER MPCA (MINNESOTA POLLUTION CONTROL AGENCY) SPECS. 5 WITHIN SEVEN DAYS OF FINISHED SITE GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, MULCH OR ROCK BASE. TURF NOTES 1 SOD ALL AREAS DISTURBED OTHER THAN PARKING LOT ISLANDS 2 WHERE GRASS AREAS ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SITE CALCULATIONS 4"-6" LAYER OF RC SAUCER -EXTEND Pj FINAL DE OF ORIGINAL GRADE PI BACKFILL WI PROPERTY PERIMETER 650.46 FT SITE AREA 25,198 SF IMPERVIOUS SURFACES 8,464 SF 33.60% BUILDING 1,855 SF 7.40% SOD/SEAD 14,269 SF 56.60% MULCH 610 SF 2.40% TOTAL LANDSCAPED AREA 1 14,879 SF 59.00% TREE/SHRUB REQUIREMENTS PER CITY CODE 90-181q 1. DECIDUOUS: 650.46 / 100 = 7 2. CONIFEROUS: 650.46 / 200 = 4 3. ORNAMENTAL: 650.46 / 200 = 4 4. SHRUB: 650.46 / 30 = 22 TOTAL TREES REQUIRED: 15 TOTAL SHRUBS REQUIRED: 22 EXISTING TREES: 15+ EXISTING SHRUBS: 43 NEW SHRUBS: 7 NOTES: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUB PLANTING DETAIL S— r S 90 LINDEN I BSB — EXIST NG SPIL WAY — _ _ — — — — w/ RI RAP I PI D: 170312143OG 14 SUBDIVISION NAME HUSNIK INDUSTRIAL PARK LOT 1 BLOCK 1 SUBDIVISION CD 93275 SUBJ TO EASE EXISTING UTILITIES PER RECORD DRAWING DATED 1212014 / —S S S S 137.35 r✓7 � MAPLE — BSB 1930.50 918.70 LINDE 92g 0 bd / EX. 6" GATE VA V I\ WOODED AREA I 1 MULTIPLE TREES D / BLUE I � SPRUCE I\\In x x x xx x BLUE SPRUCE G °p. OCK MULCH RI 930.67 \ \ IE 922.00 BW 4 — — — — — D --- - - m \ ° � D D ° HD 3 BLUE 1> SPRUCE Q p MIX - DOGWOOD, BOXWOOD, HYDRANGEA I 91 D p cn o Z p D 34.42 15.58 0 � ° BLUE SPRUCE 929 ox 0 2.5 ° ❑ 4 D ILn LANDSG�PE EDGING \ EXISTING BUILDING D 400 �Q FT o / 1, 455 SQ FT D 3 FFE _ 931.0 M / = FFE 931.00 ° 4 o 2.5 / / 1 F_ CS D ° 0 <; t oX� D. 3 ' I MECH I / i i i� I g D 15.58 13.33 34.42 < EXISTING O WOO BOXWOOD, DHYDRANGEA Cc)//;/9 / % SHED AC ///// X W W pSCA I ELM D L>_.I W D I \ TECT THE DURING 5TRUCTION v���o, I to WRAP5EE PLAT TES *S �0 " x WOODED AREA MULTIPLE TREES CK MULCH IN I ,ST STAKE ANT TO EQUAL I L PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL _ZING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE Lam\ T �\ x x \ S� 90 930 \ WOODED AREA \ MULTIPLE TREES \ \ XFR z=cj:� DD . V1-<c O W LU D ° ° D ° B APPLE_ APPLE —7n n c 929 928 927 0 0 0 EXISTING SPILLWAY RIPRAP LINDEN MAPLE � 29 LINDEN WOODED AREA MULTIPLE TREES 926 O2� 0 5' 10, 20' 928 I I1 -W \ I I I I I W VI 1 U W 1 I U I.L Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects.com 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 Signature: Name: V JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W. 2020036 Hugo Food Shetf Expansionlcadl 20036 AL101-LND 20-1013.dwg Last Modified: Plot Date: Oct 19, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: SB Date: 10/19/2020 Sheet Name: LANDSCAPE PLAN Sheet No.: U ENER A L/ PHOTOMETRIC SCHEDULE AVERAGE 0.63 FOOT-CANDLES MAXIMUM 19.7 FOOT-CANDLES MINIMUM 0.0 FOOT-CANDLES MINIMUM TO MAXIMUM 0.00 FC RATIO MAXIMUM TO MINIMUM 19.67 / 0.00 FC RATIO AVERAGE TO MINIMUM 0.63 / 0.00 FC RATIO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E9I9T 0.0 0.0 0.1 0.1 WOODEDOAEA .2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.2 0.1 0.� MULTIPLE TREES --------- ------- ----- ----- BLUE SPRUCE 0.2 0. / \��0.9 1.5 1.8 2.1 2.2 2. 2.6 2.1 1. .7 2LO 1.5 0.4 0.1 1 BL E p SP CE ° D. 0.2 0.5 1 4.2 7.8 14. 18.2 19. 1 2- - - 1fi - 1a6- - D 1 2.6 0.4 0.1 SPRU I4 0 MIX - DOGWOOD, WOOD, HYDRANGEA D w 0.1 0.2 \ 2.3 4.3 34.42 o Q D ' ° 0.2 0.1 �\ BLUE/13.33 � -/ 15.58 0= Q SPRUCE / / / / / / / / o o ° D I \ j O D I 0.0 0.0 0`O 0.0 Z2'5 1l8 3.2 0.1 0.0 n EXISTING BUILDING / D D D r \ o % ADDITION I 400 SQ FT o / 1,455 SQ FT i Lri o \ FFE = 931.00 FFE = 931.0 0 / \ 2.5 0.0 0.0I 0.0 0.0 0.0 ❑ D° 17 3.1 0.1 0.0 \ MECH / X o ° 15.58 � 13.33 34.42 - 0.0 0. 0.0 0.0 0.0 0. ExISTING 0.0 .0 0.0 MIX� -((�,DOGWOOD, 0.0 .b 2.2 0.1 0.0 Q SHED AC BOXWC70D HYDRANGEA ' ELM _� W 0.0 0.(7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 I-Qo1°8 1.4 0.1 0.0 I � D 0.0 0. C 0.0 0.0 0.0 0.0 Q 0 0.0 0.0 � 0.0.0 � .1 0.� .6 \ APPLE APPLE APPLE WOODED AREA \ MULTIPLE TREES EXISTING SPILLWAY 0.0 0.0 0.0 0.0 0.0 .0 0.0 \0,0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.0 W/ RIPV.b I \ \ WOODED AREA \ MULTIPLE TREES 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0\0\ 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0. T 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lb0.85 ao 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O'n\ 0 5' 10' 20' SCALE: 1" = 10'-0 • K L,UMINAIRS' SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL VOLTS NOTE 1 QUANTITY WP (3) CONFIGURED FROM CONFIGURED FROM XSPW Wall Mount, Type ELECTRONIC WALL Cree Inc 120V 1 P 2W MATCH EXISTING 1 (4) MDA SA 1400 II Medium Distribution, 8L, 4000K CCT , FIXTURE I-❑ XSPW-B-xx-2ME-6L-5 K-UL CONFIGURED FROM XSPW-B-xx-2ME-8L-4 K-UL VI U w z U Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects.com 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. k,A t -1 Signature: Name: JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 1 11 /16/2020 CITY COMMENTS File Name: W.12020036 Hugo Food Shetf Expansionlcadl 20036_AL201-LGT 20-1019.dwg Last Modified: Plot Date: Oct 19, 2020 Nov 17, 2020 at 03:05pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: SIB Date: 10/19/2020 Sheet Name: SITE LIGHTING PLAN Sheet No.: L201 EAST ELEVATION (NO WORK SCALE: 1/8" = 1'-0 REF: 1/A101 OL ROOF BEARING ELEV- 112'-0 (M_TT ELEV- 96-0 13'-4" 50'-I/4" (EXISTING) 13'-4" 1, 50'-V4" (EXISTING) FLOOR PLAN SCALE: 1/4" = 1'-0 NORTH ELEVATION SCALE: 1/8" = 1'-0 REF: 1/A101 ROOF BEARII ELEV- 112'-0 T.O. SLAB ELEV- 100'-0 OIL T.O. FTG ELEV- 96-0 — — — — — —� I I I --� L--------� 0 2' 4' ROOF BEARING ELEV- 112'-0 0. SLAB @ COOLER/FREEZER ELEV- 99'-8 T.O. FTG _ ELEV- 96-0 A EXTERIOR FINISH SCHEDULE ID MATERIAL MFGR FINISH COLOR AS-1 ASPHALT SINGLES CLASS "A" MATCH EXISTING DR-1 INSULATED HOLLOW METAL DOOR PAINT WHITE MS-1 CONCRETE MASONRY UNIT SEAL MT-1 PREFINISHED METAL FASCIA & SOFFIT WHITE MT-2 PREFINISHED METAL GUTTER WHITE MT-3 PREFINISHED METAL DOWNSPOUT MATCH EXISTING SD-1 FIBER CEMENT SIDING JAMES HARDIE MATCH EXISTING SD-2 I FIBER CEMENT TRIM BOARD JAMES HARDIE MATCH EXISTING U w U Q 2375 ARIEL ST N, STE A SAINT PAUL, MN 55109 Phone: (651) 487-3281 NAI -Architects. com 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 Signature: U... k Ai D Name: JOHN K. GASPAR Registration No: 16430 Date: 10/19/2020 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PURPOSES Hugo Good Neighbors Food Shelf 15106 Francesca Ave N Hugo, MN 55038 Issues & Revisions: 11/16/2020 CITY COMMENTS File Name: W. 2020036 Hugo Food Sheff Expansionlcadl 20036 AR101-FLR 20-1005.dwg Last Modified: Plot Date: Nov 17, 2020 Nov 17, 2020 at 03:06pm NOTICE: The designs shown and described herein including all technical drawings, graphics, and models therof, are propriety and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of NAI 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. CONSTRUCTION DOCUMENTS INCLUDING THE DESIGN AND IDEAS ARE THE EXCLUSIVE PROPERTY OF NAI ARCHITECTS, INC. Comm. No.: 2020036 Drawn By: S B Date: 10/19/2020 Sheet Name: FLOOR PLAN & EXTERIOR ELEVATIONS Sheet No.: WEST ELEVATION SOUTH ELEVATION SCALE: 1/8" = 1'-0 REF: 1/A101 A101 SCALE: 1/8" = 1'-0 REF: 1/A101 Al 01